Engineering Calculation Critique – 7 Questions

————————-SEE ATTACHMENT ——————-

Analyze and answer questions about three Engineering Calculations.

First 3 questions about Example Calculation A

Second 3 Questions about Example Calculation B

Last Question about Example Calculation C

285 Liberty St. NE, Suite 350
Salem, OR 97301
Bridge Design Calculations
100%_ Main Span Superstructure – Bent 2 & 3 Footing Design

Bridge No. 21493
Willamette River (Sellwood) Bridge

Location:
Portland, OR
Project Title:
Sellwood Bridge Project
Oswego Highway and Tacoma St.

Project Number:
500042.00

Client:
Multnomah County

Design Calculations By:
Shawn Johnson, P.E.
T.Y.Lin International
12011 Bel-Red Road, Suite 203
Bellevue, WA 98005

The bridge design calculations contained herein have
been prepared by or under the direction of the following
Registered Civil Engineer:
Mar, 2012

500042.00_Sellwood
Bridge No. 21493
Shawn Johnson
Date: 5/18/2012
TABLE OF CONTENTS Page 
Drawings
Bent 2 Details 3‐8
Bent 3 Details 9‐14
Loads
Top of Shaft Reactions 16‐41
Footing Design
Narrative 43
Bent 2 Analysis Model 45‐121
Bent 3 Analysis Model 122‐206
Calculations 208‐242
Strut and Tie 244‐257
XTRACT Model 259‐267
Joint Proportioning 269‐309
TOC.XLS Page 1 of 1

Bent 2 & 3 Footings

Bent 2 & 3 Footing – Design

Top of Shaft Reactions

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
1 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 -221 4 7473 402 -4581 2
2 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 -221 2 8048 363 -4578 2
3 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 -219 -3 7441 237 -4605 1
4 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 -219 -6 7824 179 -4597 0
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1843 -605 6711 -15884 -7471 1114
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1864 -646 8954 -16556 -7131 1107
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1963 -730 9629 -18089 -3560 1069
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1985 -812 11306 -19338 -2977 1060
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1846 -593 3770 -15630 -6572 1165
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1863 -647 5732 -16711 -6749 1157
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1957 -734 6711 -18366 -3488 1119
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1984 -819 8291 -19689 -2918 1110
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1547 -607 6683 -16075 1867 1667
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1495 -645 9012 -16506 3832 1674
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1496 -730 9591 -17967 3480 1677
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1443 -812 11315 -19111 5102 1682
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1547 -605 3729 -16196 1249 1668
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1496 -648 5795 -16882 3627 1675
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1495 -730 6682 -18232 3469 1677
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1443 -812 8298 -19415 5363 1683
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -570 -1762 915 -47205 -10284 3901
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -712 -1989 6546 -54694 -8877 3900
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -874 -2254 10367 -59386 -4638 3835
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -1002 -2584 14811 -65921 -1570 3830
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -567 -1750 -91 -46449 -9947 3847
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -710 -1986 5458 -54129 -9007 3846
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -876 -2256 9350 -59023 -4666 3783
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -1004 -2592 13749 -65793 -1580 3778
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 567 -1763 850 -47265 -5332 3282
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 402 -1991 6634 -54982 -2100 3286
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 240 -2258 10357 -59673 951 3246
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 59 -2578 14798 -65740 4814 3245
1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 561 -1753 -192 -46490 -5081 3340
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 405 -1986 5596 -54318 -2150 3344
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 241 -2259 9351 -59286 882 3303
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 61 -2588 13712 -65649 4686 3302
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1471 -538 7075 -14254 -9072 791
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1486 -575 8959 -14806 -8854 785
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1563 -652 9220 -16221 -5878 756
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1580 -725 10595 -17330 -5288 749
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1472 -535 4482 -14230 -8562 817
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1487 -576 6153 -15042 -8565 811
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1560 -653 6677 -16440 -5775 782
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1579 -728 7944 -17613 -5386 775
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1135 -541 7044 -14388 2632 1024
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1095 -574 9010 -14816 3614 1030
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1080 -652 9202 -16159 3450 1035
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1038 -725 10593 -17214 4380 1039
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1136 -541 4451 -14584 2455 1022
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1096 -577 6203 -15114 3722 1028
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1081 -651 6654 -16344 3577 1033
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1038 -724 7948 -17423 4671 1037
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -521 -1554 2750 -41560 -9405 2669
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -623 -1734 7076 -47000 -7756 2668
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -739 -1971 9596 -50886 -4833 2627
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -840 -2263 12928 -56383 -2441 2622
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -524 -1547 1901 -40925 -9055 2687
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -621 -1731 6114 -46531 -7791 2686
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -739 -1971 8720 -50529 -4849 2645
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -840 -2268 12019 -56229 -2550 2641
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 382 -1552 2766 -41587 -4694 2358
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 264 -1741 7046 -47513 -2296 2361
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 151 -1973 9583 -51097 -111 2336
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 25 -2258 12956 -56217 2630 2335
1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 383 -1545 1901 -40904 -4724 2360
2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 264 -1736 6109 -46945 -2278 2363
3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 150 -1975 8705 -50807 -91 2338
4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 26 -2265 12039 -56105 2594 2337
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2760 -947 6664 -14818 -18704 1818
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2812 -1047 8936 -16396 -18947 1808
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2781 -1202 9550 -18851 -17810 1802
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2848 -1398 11287 -21100 -16855 1790
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2763 -943 3796 -14479 -17392 1911

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2815 -1044 5829 -15902 -17955 1901
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2779 -1201 6687 -18330 -17346 1896
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2841 -1403 8309 -20653 -16865 1884
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2395 -967 6594 -16538 7499 634
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2346 -1050 8969 -17374 8856 644
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2244 -1200 9556 -19584 9417 690
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2193 -1380 11317 -21230 10326 700
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 2398 -960 3720 -16144 6529 602
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 2343 -1052 5838 -17373 8535 613
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 2243 -1199 6703 -19519 9357 658
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 2192 -1386 8358 -21365 10641 668
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -853 -2837 998 -47489 -12869 2610
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -1005 -3199 6526 -55328 -13514 2608
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -1171 -3664 10359 -63003 -10860 2633
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -1367 -4262 14791 -70347 -8013 2627
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -847 -2823 -36 -46708 -12571 2596
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -1014 -3196 5422 -54706 -13068 2593
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -1169 -3668 9300 -62567 -11006 2618
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -1366 -4272 13702 -70101 -8147 2612
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 877 -2837 905 -47713 -3751 1838
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 689 -3205 6612 -56195 -1318 1842
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 483 -3668 10382 -63684 972 1883
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 280 -4256 14775 -70625 3684 1883
1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 874 -2822 -143 -46805 -3652 1865
2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 691 -3200 5520 -55426 -1360 1870
3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 483 -3672 9343 -63237 959 1910
4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 282 -4269 13667 -70502 3587 1910
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2108 -867 6952 -14227 -16371 922
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2154 -951 8901 -15376 -16357 913
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2152 -1090 9170 -17548 -15263 901
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -2208 -1261 10605 -19287 -14417 891
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2113 -862 4477 -13750 -15332 997
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2154 -951 6206 -15113 -15796 988
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2150 -1089 6705 -17220 -15065 977
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -2204 -1266 8039 -19201 -14623 967
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1708 -881 6897 -15321 3615 434
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1670 -952 8942 -15905 3999 442
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1602 -1088 9173 -17922 4220 475
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1560 -1250 10616 -19351 4698 482
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1709 -881 4398 -15539 3424 432
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1670 -955 6237 -16263 4128 440
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1602 -1087 6718 -18186 4349 473
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1561 -1249 8074 -19639 4903 480
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -716 -2626 2559 -44121 -11394 1885
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -819 -2937 6979 -50363 -11563 1883
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -938 -3348 9695 -56647 -9470 1904
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -1079 -3900 13164 -63159 -7457 1899
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -718 -2618 1682 -43383 -11037 1894
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -817 -2933 5980 -49788 -11574 1892
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -937 -3350 8781 -56254 -9496 1913
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -1079 -3907 12220 -62897 -7486 1907
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 585 -2625 2520 -44553 -4655 1341
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 444 -2943 6992 -51201 -2885 1345
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 301 -3351 9705 -57230 -1261 1375
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 162 -3896 13179 -63409 523 1375
1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 585 -2617 1628 -43724 -4647 1343
2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 445 -2938 6016 -50542 -2909 1346
3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 300 -3353 8796 -56817 -1244 1377
4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 162 -3905 12223 -63216 512 1377
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 -586 -21 9679 -134 -2932 5
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 -587 -24 10476 -213 -2777 5
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 -594 -32 9742 -421 -2667 3
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 -595 -39 10287 -547 -2566 2
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 82 2 6997 283 -1228 2
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 82 1 7537 247 -1225 2
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 83 -3 6951 132 -1240 2
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 82 -5 7310 81 -1234 2
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 -280 -586 7663 -13218 -2535 -46
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 -276 -627 9878 -13735 -2483 -46
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 -274 -717 10430 -15131 -2420 -47
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 -270 -800 12156 -16224 -2274 -47
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 -171 751 8941 15918 -2043 41
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 -176 664 8089 14653 -1966 41
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 -183 617 6203 13919 -1823 40

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 -188 576 5328 13239 -1721 40
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 0 1 2296 85 2 0
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 0 1 2461 84 2 0
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 0 0 2213 81 2 0
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 0 0 2357 79 2 0
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 -268 3 9900 410 -1925 3
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 -269 1 10666 355 -1866 3
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 -272 -4 9854 196 -1813 2
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 -272 -7 10365 121 -1778 2
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 -328 727 9641 15143 859 -669
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 -238 643 8324 13956 -1043 -669
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 -149 598 5990 13245 -2904 -665
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 -58 558 4693 12591 -4830 -665
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 -144 -569 7013 -12569 -5771 700
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 -241 -609 9725 -13072 -3587 700
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 -338 -695 10721 -14394 -1425 694
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 -427 -771 12839 -15365 745 693
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 -570 3 9791 408 -3166 7
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 -571 2 10529 352 -3013 7
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 -578 -3 9736 201 -2919 5
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 -579 -6 10229 129 -2821 4
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 0 1 2296 85 2 0
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 0 1 2461 84 2 0
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 0 0 2213 81 2 0
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 0 0 2357 79 2 0
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 -360 686 9323 14377 1612 -832
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 -246 607 8226 13234 -783 -832
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 -133 564 6101 12541 -3146 -826
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 -17 527 5005 11924 -5582 -826
1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 -142 -540 7257 -11899 -6406 854
2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 -262 -577 9768 -12384 -3740 854
3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 -379 -659 10590 -13664 -1130 846
4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 -488 -732 12550 -14601 1459 846
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 -646 -19 9682 134 -10025 18
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 -652 -24 10458 52 -9781 17
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 -646 -33 9742 -141 -10009 14
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 -651 -42 10268 -266 -9828 13
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 94 3 6991 359 -257 -1
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 94 1 7522 321 -259 0
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 94 -4 6949 200 -257 0
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 94 -7 7298 144 -257 0
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 -301 -583 7788 -8777 -5966 -38
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 -297 -633 9895 -9286 -5854 -39
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 -288 -725 10382 -10416 -5902 -40
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 -287 -837 12029 -11482 -5639 -40
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 -183 794 8820 11713 -4227 34
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 -189 685 8042 10537 -4170 33
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 -192 611 6243 9731 -4123 32
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 -199 563 5430 9165 -4027 32
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 -290 4 9896 517 -5211 6
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 -292 2 10644 455 -5082 6
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 -288 -5 9857 292 -5223 5
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 -290 -10 10351 210 -5137 4
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 -367 771 9522 11043 -2042 -496
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 -261 664 8278 9906 -3634 -497
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 -152 591 6029 9110 -5246 -492
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 -46 544 4793 8572 -6811 -492
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 -142 -564 7140 -8169 -8810 508
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 -254 -614 9738 -8670 -6974 508
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 -360 -703 10668 -9757 -5295 501
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 -473 -810 12717 -10763 -3303 501
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 -644 4 9757 501 -10077 21
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 -649 2 10475 438 -9840 20
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 -644 -4 9706 287 -10075 17
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 -649 -9 10181 208 -9901 16
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 91 -21 6903 -13 -144 3
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 90 -24 7486 -73 -134 4
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 89 -32 6963 -232 -121 4
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 88 -40 7358 -334 -109 4
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 -498 724 12020 10410 -2836 -610

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 -366 625 11190 9391 -4889 -611
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 -224 560 8933 8759 -7212 -605
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 -91 516 8017 8260 -9217 -605
1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 -44 -533 4557 -7897 -7752 626
2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 -180 -582 6764 -8453 -5741 626
3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 -313 -667 7746 -9515 -3755 619
4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 -449 -773 9530 -10624 -1700 618
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 -428 49 8159 1680 3865 21
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 -428 44 8623 1560 3921 21
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 -463 40 7754 1396 4438 20
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 -464 37 8031 1320 4483 20
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 31 -65 7516 -1937 -2161 -43
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 35 -70 8462 -2053 -2272 -43
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 37 -84 8033 -2315 -2341 -42
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 41 -93 8728 -2540 -2448 -42
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 -221 -81 7238 -2437 1384 -146
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 -208 -87 8309 -2570 1012 -146
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 -211 -103 8010 -2865 887 -144
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 -198 -114 8814 -3133 508 -144
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 -87 65 8308 2139 -959 125
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 -97 58 8623 1984 -635 125
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 -118 54 7623 1799 -148 123
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 -129 51 7773 1708 178 123
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 0 1 2548 84 3 0
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 0 1 2743 83 3 0
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 0 0 2452 78 4 0
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 0 0 2621 76 4 0
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 -150 14 8195 646 367 -10
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 -149 12 8834 597 343 -10
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 -161 9 8087 475 512 -11
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 -160 8 8511 432 486 -11
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 -115 62 8578 1971 -627 93
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 -123 55 8740 1818 -385 93
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 -143 51 7589 1638 45 92
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 -151 48 7603 1553 287 91
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 -232 -76 7101 -2224 1214 -80
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 -224 -82 8335 -2351 1016 -80
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 -235 -97 8174 -2644 1090 -79
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 -227 -109 9117 -2907 886 -79
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 -259 30 7636 1121 475 32
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 -261 27 8163 1042 559 32
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 -287 24 7411 909 989 31
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 -289 22 7752 854 1069 30
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 0 1 2548 84 3 0
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 0 1 2743 83 3 0
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 0 0 2452 78 4 0
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 0 0 2621 76 4 0
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 -166 -59 7466 -1721 1154 -376
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 -133 -63 8408 -1829 166 -376
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 -111 -76 7983 -2076 -649 -369
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 -77 -85 8675 -2285 -1644 -369
1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 -228 36 8051 1293 264 352
2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 -257 32 8569 1200 1179 352
3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 -308 29 7753 1054 2407 344
4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 -338 27 8078 991 3310 344
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 -588 17 8050 584 -8665 49
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 -597 16 8545 550 -8451 48
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 -598 13 7821 443 -8514 45
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 -606 12 8126 408 -8337 44
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 44 -42 7643 -242 -1787 -16
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 48 -48 8456 -326 -1836 -16
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 51 -60 8006 -540 -1891 -16
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 54 -72 8585 -698 -1935 -16
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 -298 -82 7286 -829 -4843 -75
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 -283 -91 8286 -948 -5065 -76
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 -264 -109 8023 -1228 -5323 -76
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 -249 -130 8766 -1469 -5534 -76
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 -119 73 8287 1327 -4294 89
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 -137 63 8581 1177 -4037 88
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 -152 53 7658 987 -3803 87
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 -170 48 7784 904 -3541 87
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 0 1 2550 114 1 0
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 0 1 2729 114 1 0
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 0 0 2457 113 1 0

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 0 0 2614 111 2 0
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 -204 13 8188 586 -4268 5
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 -205 12 8791 550 -4257 4
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 -203 8 8114 422 -4274 3
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 -203 6 8506 375 -4260 3
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 -154 70 8547 1178 -4820 75
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 -169 59 8692 1027 -4605 75
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 -181 49 7624 839 -4417 73
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 -196 44 7619 761 -4196 73
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 -314 -78 7153 -655 -5581 -32
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 -307 -86 8310 -768 -5667 -32
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 -296 -104 8181 -1043 -5804 -33
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 -290 -124 9056 -1282 -5851 -34
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 -587 13 7932 552 -8739 32
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 -594 12 8498 515 -8560 31
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 -592 8 7841 400 -8658 28
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 -598 6 8209 354 -8514 28
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 0 1 2550 114 1 0
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 0 1 2729 114 1 0
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 0 0 2457 113 1 0
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 0 0 2614 111 2 0
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 -355 -59 7503 -509 -4452 -249
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 -303 -67 8376 -609 -5203 -249
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 -249 -81 7990 -850 -5993 -248
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 -198 -97 8622 -1043 -6720 -248
1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 -178 40 8037 931 -6279 260
2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 -231 34 8528 834 -5495 260
3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 -281 27 7786 675 -4745 256
4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 -334 24 8085 610 -3955 256
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 -627 3 10023 360 7049 31
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 -626 1 10856 311 7151 31
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 -669 -2 9999 164 7599 29
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 -668 -4 10565 100 7669 28
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 189 -22 7222 -536 -4313 5
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 189 -24 7894 -599 -4303 6
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 197 -31 7311 -758 -4382 6
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 196 -35 7776 -864 -4363 6
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 -257 -40 9624 -1037 1511 -175
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 -242 -44 10676 -1133 1074 -175
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 -246 -54 10023 -1374 923 -173
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 -230 -61 10777 -1548 482 -173
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 -32 22 7421 830 -1757 179
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 -47 20 7818 762 -1290 179
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 -70 17 7005 643 -704 176
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 -85 16 7236 597 -234 176
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 0 1 2293 77 3 0
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 0 1 2470 76 3 0
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 0 0 2206 71 4 0
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 0 0 2359 69 4 0
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 -205 2 10441 362 677 1
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 -204 1 11335 311 697 1
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 -221 -3 10456 152 950 0
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 -220 -5 11062 82 959 0
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 -81 16 7895 538 -1177 125
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 -91 14 8022 471 -855 125
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 -112 11 6945 362 -369 122
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 -123 10 6939 325 -44 122
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 -276 -32 9382 -664 1221 -55
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 -270 -35 10721 -749 1105 -56
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 -288 -45 10314 -986 1305 -55
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 -281 -51 11306 -1151 1197 -55
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 -361 3 10102 362 982 -18
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 -358 2 10941 313 1003 -18
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 -389 -2 10082 164 1401 -19
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 -386 -4 10651 100 1391 -19
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 0 1 2293 77 3 0
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 0 1 2470 76 3 0
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 0 0 2206 71 4 0
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 0 0 2359 69 4 0
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 -151 -32 6983 -848 1365 -545
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 -103 -35 7754 -921 -82 -545
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 -64 -43 7276 -1102 -1391 -533
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 -14 -48 7829 -1236 -2848 -533
1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 -290 9 10010 565 203 574

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 -334 8 10816 525 1680 574
3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 -408 5 9937 392 3506 561
4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 -450 4 10477 344 4914 560
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 -551 3 9940 354 5632 7
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 -549 2 10756 307 5692 7
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 -591 -2 9899 161 6220 6
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 -590 -4 10451 98 6251 6
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 117 -22 7111 -545 -3337 -8
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 118 -24 7770 -607 -3359 -8
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 123 -31 7193 -764 -3411 -7
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 123 -35 7649 -869 -3428 -7
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 -285 -35 9736 -896 2114 -182
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 -269 -38 10685 -986 1663 -182
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 -275 -48 9941 -1213 1513 -180
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 -259 -54 10606 -1371 1052 -180
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 -55 17 7251 700 -881 106
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 -64 15 7717 644 -606 106
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 -80 13 6980 533 -217 104
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 -89 12 7272 491 59 104
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 0 1 2293 77 3 0
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 0 1 2470 76 3 0
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 0 0 2206 71 4 0
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 0 0 2359 69 4 0
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 -202 3 10270 384 627 -6
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 -201 2 11119 335 624 -6
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 -217 -2 10229 183 863 -6
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 -216 -4 10801 119 851 -6
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 -66 14 7515 533 -836 76
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 -72 12 7822 478 -638 76
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 -87 10 6929 372 -313 75
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 -93 9 7082 336 -115 75
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 -260 -27 9438 -560 1068 -82
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 -252 -30 10634 -640 878 -82
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 -266 -39 10112 -860 993 -81
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 -258 -45 10987 -1010 806 -81
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 -345 2 9434 321 975 70
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 -349 1 10210 277 1173 70
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 -386 -3 9388 140 1787 68
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 -389 -4 9916 81 1966 68
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 0 1 2293 77 3 0
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 0 1 2470 76 3 0
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 0 0 2206 71 4 0
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 0 0 2359 69 4 0
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 -163 -29 7003 -773 1240 -415
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 -126 -32 7726 -843 148 -415
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 -100 -39 7211 -1016 -783 -407
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 -63 -45 7724 -1142 -1883 -407
1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 -279 8 10010 527 279 436
2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 -312 7 10787 486 1405 436
3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 -374 4 9885 352 2875 426
4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 -407 3 10402 305 3958 426
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 -305 241 11049 7366 1493 212
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 -321 217 10762 6913 1991 212
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 -366 210 8931 6563 2875 208
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 -384 198 8524 6290 3398 208
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 0 1 2293 77 3 0
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 0 1 2470 76 3 0
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 0 0 2206 71 4 0
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 0 0 2359 69 4 0
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 -267 -212 7685 -6646 1823 -151
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 -253 -226 9667 -6927 1445 -151
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 -259 -261 9954 -7510 1360 -149
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 -244 -285 11494 -7921 1034 -150
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 -80 246 8266 7422 -486 116
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 -90 220 7659 6908 -188 116
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 -109 211 5990 6500 244 114
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 -119 199 5354 6238 543 113
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 0 1 2293 77 3 0
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 0 1 2470 76 3 0
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 0 0 2206 71 4 0
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 0 0 2359 69 4 0
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 -190 86 10149 2823 493 -29
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 -187 77 10577 2623 422 -29
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 -201 72 9391 2390 594 -29

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 -198 67 9612 2272 517 -29
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 -80 246 8266 7422 -486 116
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 -90 220 7659 6908 -188 116
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 -109 211 5990 6500 244 114
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 -119 199 5354 6238 543 113
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 -267 -212 7685 -6646 1823 -151
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 -253 -226 9667 -6927 1445 -151
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 -259 -261 9954 -7510 1360 -149
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 -244 -285 11494 -7921 1034 -150
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 -252 160 10588 5031 619 162
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 -265 144 10705 4684 1033 162
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 -302 137 9235 4364 1767 159
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 -316 128 9186 4172 2175 159
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 0 1 2293 77 3 0
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 0 1 2470 76 3 0
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 0 0 2206 71 4 0
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 0 0 2359 69 4 0
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 -218 -148 5582 -4636 2250 -318
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 -190 -158 6936 -4841 1422 -318
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 -175 -183 7076 -5261 794 -312
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 -146 -203 8141 -5697 -43 -312
1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 -293 165 10612 5153 1336 273
2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 -314 148 10629 4797 2018 273
3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 -363 141 9082 4473 3061 268
4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 -385 133 8948 4277 3739 267
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 -514 2 10395 353 4801 14
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 -512 1 11269 303 4890 13
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 -554 -3 10390 154 5417 12
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 -552 -5 10991 87 5469 12
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 0 1 2293 77 3 0
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 0 1 2470 76 3 0
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 0 0 2206 71 4 0
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 0 0 2359 69 4 0
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 -305 -28 10271 -669 1933 -162
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 -291 -31 11228 -752 1564 -162
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 -301 -40 10417 -969 1491 -160
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 -287 -46 11089 -1111 1106 -160
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 -141 11 10445 642 -671 85
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 -148 11 11254 603 -437 85
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 -169 8 10301 474 1 83
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 -176 7 10845 433 226 83
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 0 1 2293 77 3 0
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 0 1 2470 76 3 0
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 0 0 2206 71 4 0
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 0 0 2359 69 4 0
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 -222 4 11100 430 600 0
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 -221 3 12013 376 659 0
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 -240 -1 11062 218 897 0
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 -238 -3 11680 150 924 -1
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 -161 7 10735 448 -961 88
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 -168 6 11363 403 -707 88
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 -193 3 10243 272 -241 86
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 -200 2 10632 228 -8 86
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 -288 -23 9987 -404 1100 -42
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 -283 -25 11166 -480 1040 -42
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 -303 -34 10556 -692 1280 -42
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 -298 -39 11414 -829 1215 -43
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 -333 2 10437 361 904 -17
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 -330 1 11317 310 933 -18
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 -358 -3 10437 160 1280 -18
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 -355 -5 11042 93 1275 -18
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 0 1 2293 77 3 0
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 0 1 2470 76 3 0
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 0 0 2206 71 4 0
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 0 0 2359 69 4 0
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 -240 -24 10291 -517 1182 -354
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 -209 -27 11258 -596 289 -354
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 -196 -35 10447 -805 -369 -348
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 -165 -40 11125 -937 -1270 -348
1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 -295 7 10452 494 430 346
2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 -320 6 11289 449 1339 346
3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 -375 2 10369 310 2562 339
4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 -400 1 10936 256 3427 338
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 -313 3 11525 396 1690 -32

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 -310 2 12420 334 1713 -32
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 -332 -2 11412 179 1916 -33
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 -328 -4 12017 108 1884 -33
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 0 1 2293 77 3 0
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 0 1 2470 76 3 0
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 0 0 2206 71 4 0
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 0 0 2359 69 4 0
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 -314 -20 11429 -368 1694 -35
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 -310 -22 12392 -448 1713 -36
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 -332 -30 11446 -661 1915 -36
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 -327 -35 12107 -786 1883 -36
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 0 1 2293 77 3 0
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 0 1 2470 76 3 0
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 0 0 2206 71 4 0
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 0 0 2359 69 4 0
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 0 1 2293 77 3 0
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 0 1 2470 76 3 0
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 0 0 2206 71 4 0
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 0 0 2359 69 4 0
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 -230 4 11531 423 611 -21
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 -227 3 12426 362 650 -21
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 -245 -2 11409 208 806 -21
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 -242 -3 12013 139 793 -22
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 0 1 2293 77 0 0
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 0 1 2470 76 0 0
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 0 0 2206 71 0 0
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 0 0 2359 69 0 0
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 -314 -20 11429 -368 1694 -35
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 -310 -22 12392 -448 1713 -36
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 -332 -30 11446 -661 1915 -36
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 -327 -35 12107 -786 1883 -36
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 -313 3 11525 396 1690 -32
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 -310 2 12420 334 1713 -32
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 -332 -2 11412 179 1916 -33
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 -328 -4 12017 108 1884 -33
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 0 1 2293 77 3 0
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 0 1 2470 76 3 0
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 0 0 2206 71 4 0
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 0 0 2359 69 4 0
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 0 1 2293 77 3 0
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 0 1 2470 76 3 0
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 0 0 2206 71 4 0
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 0 0 2359 69 4 0
1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 -313 3 11525 396 1690 -32
2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 -310 2 12420 334 1713 -32
3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 -332 -2 11412 179 1916 -33
4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 -328 -4 12017 108 1884 -33
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 -543 66 10317 2266 5480 39
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 -543 59 10869 2099 5594 39
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 -589 55 9769 1894 6178 37
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 -590 51 10096 1792 6263 37
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 113 -79 6679 -2409 -3119 -47
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 117 -85 7644 -2538 -3242 -47
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 125 -100 7349 -2818 -3398 -46
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 129 -112 8070 -3075 -3516 -46
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 -267 -98 9131 -2935 1682 -190
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 -250 -105 10470 -3097 1208 -190
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 -254 -124 10093 -3463 1028 -187
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 -236 -138 11092 -3780 562 -187
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 -47 86 7692 2737 -1488 175
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 -62 77 7844 2541 -1033 175
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 -85 73 6815 2338 -448 172
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 -100 68 6835 2229 11 172
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 0 1 2293 77 3 0
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 0 1 2470 76 3 0
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 0 0 2206 71 4 0
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 0 0 2359 69 4 0
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 -202 20 10367 888 660 -12
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 -200 17 11160 819 641 -12
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 -216 14 10215 663 861 -13
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 -215 13 10738 606 832 -13
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 -84 81 8057 2511 -1041 133
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 -96 73 8002 2317 -696 133
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 -117 68 6768 2121 -189 131

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 -129 64 6605 2019 157 130
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 -282 -92 8944 -2650 1457 -98
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 -272 -98 10506 -2804 1229 -98
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 -286 -117 10318 -3166 1324 -97
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 -275 -130 11498 -3467 1123 -97
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 -320 42 9655 1528 580 45
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 -323 37 10296 1418 716 45
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 -355 34 9344 1249 1244 44
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 -358 31 9756 1174 1361 44
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 0 1 2293 77 3 0
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 0 1 2470 76 3 0
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 0 0 2206 71 4 0
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 0 0 2359 69 4 0
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 -153 -70 6614 -2109 1341 -491
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 -110 -76 7571 -2227 40 -492
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 -75 -89 7281 -2488 -1118 -482
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 -31 -100 7997 -2723 -2428 -482
1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 -278 49 10172 1755 260 492
2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 -317 44 10799 1627 1528 492
3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 -383 40 9767 1441 3138 481
4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 -421 37 10155 1356 4361 481
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 -873 -20 9948 147 -11159 85
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 -884 -24 10768 65 -10749 84
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 -885 -34 10069 -135 -10899 79
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 -895 -43 10629 -261 -10566 78
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 257 2 7312 368 442 -3
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 258 0 7877 326 431 -3
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 256 -5 7289 195 435 -2
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 257 -9 7660 134 429 -2
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 -348 -40 9643 -98 -5835 -98
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 -331 -46 10631 -193 -5935 -98
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 -306 -60 10063 -436 -6372 -99
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 -290 -73 10764 -607 -6497 -99
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 -46 23 7431 584 -3692 122
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 -71 21 7789 535 -3336 122
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 -94 16 7030 403 -2996 120
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 -118 14 7223 359 -2634 120
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 -275 4 10447 561 -5581 16
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 -281 1 11278 498 -5361 16
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 -278 -6 10491 318 -5527 15
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 -283 -11 11045 228 -5366 14
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 -108 19 7886 359 -4615 98
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 -127 15 7984 281 -4331 98
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 -145 10 6970 147 -4071 96
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 -164 8 6934 107 -3780 96
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 -374 -32 9411 207 -7138 -25
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 -374 -37 10670 120 -6945 -25
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 -363 -50 10338 -114 -7144 -27
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 -362 -63 11270 -285 -6986 -27
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 -865 4 10008 510 -11370 89
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 -877 1 10766 446 -10970 88
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 -877 -5 10013 291 -11129 83
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 -888 -10 10519 208 -10804 82
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 247 -21 7208 -5 823 14
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 244 -25 7813 -68 862 14
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 240 -33 7269 -235 917 15
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 237 -41 7676 -342 959 15
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 -440 -31 9811 12 -5240 -380
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 -365 -36 10723 -76 -6183 -380
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 -281 -49 10079 -305 -7486 -378
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 -206 -60 10714 -457 -8449 -378
1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 -155 10 7204 496 -7083 396
2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 -238 9 7761 462 -5863 396
3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 -318 4 7181 347 -4675 391
4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 -400 2 7547 301 -3447 390
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 -763 -20 9864 142 -10447 63
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 -774 -24 10672 59 -10075 62
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 -774 -34 9965 -139 -10227 58
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 -783 -43 10515 -266 -9929 57
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 159 2 7203 357 -567 -8

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 160 0 7755 315 -591 -8
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 161 -5 7172 188 -610 -7
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 162 -9 7534 127 -629 -7
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 -381 -35 9751 -69 -5856 -100
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 -364 -40 10634 -160 -5971 -100
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 -338 -53 9975 -393 -6436 -101
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 -321 -65 10586 -548 -6588 -101
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 -75 16 7255 528 -3114 73
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 -89 15 7682 499 -2900 73
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 -103 13 6997 399 -2703 72
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 -117 12 7253 371 -2486 72
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 -273 5 10275 555 -5584 13
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 -278 2 11063 492 -5395 13
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 -274 -5 10263 321 -5558 11
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 -278 -9 10784 235 -5424 11
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 -87 13 7507 386 -3429 61
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 -99 12 7784 352 -3252 61
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 -109 9 6953 247 -3094 60
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 -121 9 7076 219 -2913 60
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 -352 -27 9465 204 -6835 -42
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 -348 -32 10584 120 -6730 -42
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 -334 -44 10139 -102 -6996 -43
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 -329 -55 10954 -256 -6924 -44
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 -755 4 9929 504 -10640 66
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 -766 1 10672 438 -10277 66
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 -766 -5 9909 285 -10438 61
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 -776 -10 10404 202 -10147 61
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 151 -21 7107 -22 -232 10
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 149 -25 7697 -85 -203 10
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 146 -34 7153 -250 -168 11
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 143 -41 7549 -355 -136 11
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 -451 -28 9829 28 -6018 -289
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 -395 -34 10695 -57 -6671 -290
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 -330 -45 10016 -279 -7713 -288
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 -274 -56 10612 -424 -8406 -288
1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 -146 9 7204 464 -6310 312
2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 -211 8 7733 430 -5362 312
3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 -272 4 7131 315 -4445 308
4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 -336 1 7473 268 -3490 307
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 -416 240 10840 3533 -7822 154
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 -445 206 10649 3144 -7452 153
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 -463 181 9040 2823 -7425 150
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 -491 167 8713 2642 -7040 149
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 0 1 2295 104 1 0
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 0 1 2458 103 1 0
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 0 0 2211 103 1 0
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 0 0 2353 101 2 0
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 -358 -216 7835 -2631 -5918 -84
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 -343 -236 9657 -2862 -6009 -85
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 -324 -274 9930 -3378 -6244 -85
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 -313 -319 11349 -3850 -6167 -86
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 -109 278 8137 3948 -3470 75
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 -124 239 7591 3495 -3255 75
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 -137 210 6056 3142 -3060 73
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 -152 194 5461 2946 -2841 73
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 -259 95 10103 1733 -5370 -8
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 -258 81 10511 1538 -5335 -8
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 -251 69 9440 1322 -5534 -10
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 -249 63 9644 1215 -5540 -10
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 -109 278 8137 3948 -3470 75
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 -124 239 7591 3495 -3255 75
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 -137 210 6056 3142 -3060 73
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 -152 194 5461 2946 -2841 73
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 -358 -216 7835 -2631 -5918 -84
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 -343 -236 9657 -2862 -6009 -85
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 -324 -274 9930 -3378 -6244 -85

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 -313 -319 11349 -3850 -6167 -86
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 -437 96 10092 1686 -7650 72
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 -452 82 10418 1495 -7380 72
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 -456 70 9298 1273 -7482 69
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 -470 63 9433 1169 -7256 68
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 0 1 2295 104 1 0
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 0 1 2458 103 1 0
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 0 0 2211 103 1 0
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 0 0 2353 101 2 0
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 -508 -149 8511 -1702 -6483 -214
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 -470 -163 9943 -1874 -6858 -214
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 -423 -192 9850 -2283 -7542 -214
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 -386 -225 10940 -2646 -7888 -214
1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 -181 184 7703 2745 -5198 198
2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 -221 158 7544 2435 -4612 197
3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 -259 138 6359 2165 -4055 194
4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 -299 127 6108 2023 -3464 194
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 -707 -20 10320 165 -10209 59
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 -719 -25 11182 80 -9813 58
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 -719 -35 10456 -120 -9977 54
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 -729 -44 11053 -249 -9658 53
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 0 1 2295 104 1 0
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 0 1 2458 103 1 0
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 0 0 2211 103 1 0
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 0 0 2353 101 2 0
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 -407 -28 10288 52 -6630 -85
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 -394 -33 11176 -33 -6658 -86
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 -370 -45 10452 -256 -7126 -86
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 -356 -55 11068 -401 -7214 -87
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 -187 13 10452 666 -5478 70
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 -203 11 11197 612 -5147 69
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 -211 6 10332 463 -5143 68
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 -226 3 10823 397 -4868 67
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 -298 6 11104 604 -6268 16
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 -305 3 11953 522 -6004 16
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 -300 -4 11098 359 -6232 14
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 -306 -9 11665 268 -6044 14
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 -214 9 10736 490 -6581 83
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 -232 7 11306 436 -6221 83
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 -240 1 10280 277 -6259 81
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 -258 -2 10619 213 -5958 81
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 -386 -22 10010 275 -7488 -13
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 -388 -27 11112 196 -7263 -14
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 -378 -38 10584 -19 -7489 -15
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 -379 -49 11384 -169 -7321 -16
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 -700 3 10382 529 -10379 62
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 -712 1 11184 460 -9992 61
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 -712 -6 10405 307 -10165 57
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 -723 -11 10949 218 -9855 56
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 0 1 2295 104 1 0
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 0 1 2458 103 1 0
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 0 0 2211 103 1 0
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 0 0 2353 101 2 0
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 -453 -24 10306 121 -6713 -240
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 -410 -29 11200 37 -7179 -240
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 -354 -40 10478 -178 -8102 -239
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 -309 -50 11098 -317 -8628 -240
1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 -264 9 10463 608 -8096 258
2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 -319 7 11238 554 -7173 258
3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 -362 0 10405 394 -6689 254
4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 -416 -4 10921 321 -5829 253
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 -424 -19 11448 201 -7656 -2
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 -428 -24 12335 109 -7392 -2
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 -418 -34 11479 -104 -7727 -4
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 -421 -44 12080 -238 -7550 -5
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 0 1 2295 104 1 0
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 0 1 2458 103 1 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 0 0 2211 103 1 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 0 0 2353 101 2 0
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 -424 -19 11448 201 -7656 -2

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 -428 -24 12335 109 -7392 -2
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 -418 -34 11479 -104 -7727 -4
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 -421 -44 12080 -238 -7550 -5
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 0 1 2295 104 1 0
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 0 1 2458 103 1 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 0 0 2211 103 1 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 0 0 2353 101 2 0
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 -309 6 11535 591 -6511 2
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 -314 3 12365 501 -6268 2
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 -305 -4 11447 348 -6581 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 -309 -10 11997 244 -6423 0

Sellwood Bridge
Bent 2
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 0 1 2295 104 1 0
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 0 1 2458 103 1 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 0 0 2211 103 1 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 0 0 2353 101 2 0
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 -424 -19 11448 201 -7656 -2
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 -428 -24 12335 109 -7392 -2
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 -418 -34 11479 -104 -7727 -4
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 -421 -44 12080 -238 -7550 -5
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 -423 5 11529 564 -7642 1
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 -428 2 12360 490 -7388 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 -418 -5 11451 322 -7732 -2
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 -421 -11 12002 227 -7564 -2
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 0 1 2295 104 1 0
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 0 1 2458 103 1 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 0 0 2211 103 1 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 0 0 2353 101 2 0
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 -273 -21 6767 -22 -4923 1
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 -273 -24 7341 -81 -4923 0
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 -270 -33 6830 -237 -4957 -1
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 -270 -40 7221 -338 -4954 -1
1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 -309 6 11535 591 -6511 2
2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 -314 3 12365 501 -6268 2
3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 -305 -4 11447 348 -6581 0
4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 -309 -10 11997 244 -6423 0
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 -755 37 10199 919 -10375 79
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 -767 34 10774 843 -10027 78
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 -769 27 9851 687 -10201 74
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 -780 25 10199 621 -9925 73
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 156 -56 6814 -484 -418 -22
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 160 -63 7641 -576 -483 -22
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 163 -77 7314 -801 -543 -21
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 167 -92 7917 -983 -604 -21
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 -361 -100 9192 -969 -5949 -109
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 -342 -110 10436 -1109 -6057 -109
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 -316 -132 10114 -1450 -6474 -109
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 -298 -157 11035 -1734 -6574 -110
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 -66 98 7664 1599 -3799 118
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 -89 83 7805 1416 -3455 118
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 -111 71 6851 1216 -3128 116
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 -135 65 6855 1123 -2778 116
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 0 1 2295 104 1 0
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 0 1 2458 103 1 0
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 0 0 2211 103 1 0
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 0 0 2353 101 2 0
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 -273 19 10360 761 -5513 7
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 -277 17 11100 711 -5349 6
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 -271 12 10254 564 -5538 5
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 -274 10 10734 504 -5433 5
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 -113 93 8014 1399 -4511 100
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 -133 79 7955 1215 -4222 99
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 -151 67 6805 1016 -3957 98
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 -170 61 6632 930 -3662 98
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 -381 -93 9014 -733 -6959 -54
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 -375 -104 10466 -867 -6838 -54
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 -359 -125 10327 -1200 -7069 -55
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 -354 -149 11426 -1481 -6946 -56
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 -754 18 10018 715 -10488 50
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 -763 17 10704 661 -10180 49
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 -761 13 9886 535 -10392 45
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 -769 11 10331 480 -10154 44
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 154 -44 6947 -349 -213 11
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 152 -50 7657 -431 -180 12
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 148 -62 7224 -636 -142 12
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 146 -74 7725 -790 -106 12
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 -436 -70 9474 -559 -5412 -340
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 -370 -78 10553 -676 -6218 -340
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 -295 -96 10074 -967 -7360 -338
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 -229 -115 10852 -1194 -8166 -338
1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 -145 54 7338 1091 -6476 345
2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 -217 46 7736 977 -5423 345
3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 -285 38 7020 816 -4402 340
4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 -357 35 7250 747 -3342 340

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
1 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 28 5 6899 -294 -749 45
2 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 20 2 6607 -340 -627 45
3 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 12 -2 6288 -433 -505 45
4 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 3 -4 7177 -464 -381 46
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1424 -685 5717 -17777 -8300 1351
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1453 -754 7185 -19100 -7756 1348
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1481 -845 8589 -20766 -7068 1333
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1506 -973 11216 -22709 -6326 1328
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1425 -674 2884 -17161 -7401 1363
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1451 -750 4385 -18771 -7276 1359
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1479 -846 5853 -20641 -6831 1344
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1505 -986 8338 -23032 -6593 1339
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1558 -690 5714 -18067 4217 1219
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1528 -754 7184 -19179 5637 1224
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1497 -843 8590 -20715 6979 1239
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1462 -970 11218 -22614 8330 1243
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1554 -682 2880 -17671 3555 1267
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1526 -752 4383 -18975 5177 1272
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1498 -843 5854 -20570 6654 1287
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1464 -979 8343 -22772 8459 1291
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -317 -2018 -1095 -56908 -6395 2777
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -397 -2332 4369 -65037 -6186 2777
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -539 -2654 9745 -72881 -2777 2773
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -637 -3086 16215 -81441 -513 2771
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -320 -2000 -2128 -56329 -6004 2774
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -394 -2323 3259 -64568 -6266 2774
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -534 -2658 8654 -72601 -3031 2770
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -641 -3105 15147 -81601 -480 2767
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 693 -2020 -1100 -57064 -503 2606
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 576 -2333 4380 -65120 2694 2609
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 473 -2655 9736 -72899 4156 2614
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 337 -3082 16219 -81180 6545 2614
1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 693 -2001 -2122 -56461 -881 2650
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 574 -2324 3256 -64640 2801 2653
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 469 -2659 8642 -72615 4440 2657
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 343 -3101 15156 -81370 6384 2657
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1045 -594 6210 -15763 -8800 938
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1071 -647 7156 -16705 -8061 935
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1097 -717 8053 -17964 -7151 924
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 -1122 -817 10156 -19445 -6098 920
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1047 -590 3939 -15524 -8318 967
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1071 -645 4922 -16604 -7854 964
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1096 -717 5869 -17936 -7192 953
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 -1120 -823 7860 -19618 -6509 949
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1169 -596 6209 -15873 5197 880
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1142 -647 7156 -16735 6116 884
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1116 -716 8053 -17946 6913 895
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1088 -816 10157 -19406 7540 898
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1170 -595 3936 -15793 4803 869
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1143 -646 4922 -16709 5927 873
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1116 -715 5871 -17900 6903 885
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1087 -819 7861 -19499 7925 888
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -201 -1782 1243 -49100 -5877 2068
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -294 -2015 5070 -55207 -3956 2068
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -393 -2278 8772 -61442 -1754 2065
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -466 -2667 13655 -69234 -237 2063
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -208 -1770 437 -48593 -5459 2091
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -287 -2011 4231 -54766 -4208 2091
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -391 -2280 7947 -61123 -1872 2088
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 -469 -2677 12811 -69191 -217 2086
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 519 -1783 1242 -49209 -479 2001
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 432 -2015 5075 -55228 1246 2003
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 348 -2279 8765 -61454 2682 2006
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 240 -2665 13658 -69071 4863 2006
1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 519 -1771 432 -48726 -514 2034
2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 429 -2012 4241 -54795 1346 2036
3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 346 -2281 7942 -61142 2767 2040
4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 245 -2675 12812 -69037 4692 2040
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1801 -851 5810 -14282 -20214 899

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1825 -954 7201 -15720 -20566 894
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1856 -1094 8531 -17552 -20510 872
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1880 -1321 11080 -20218 -20619 866
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1805 -848 3001 -13691 -19027 999
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1829 -952 4421 -15073 -19680 994
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1855 -1091 5795 -16858 -20105 973
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1871 -1326 8184 -19652 -21015 966
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1966 -857 5807 -14567 18403 481
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1924 -956 7203 -15811 19851 488
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1886 -1092 8534 -17473 21017 511
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1836 -1314 11078 -19951 22504 517
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1969 -855 2999 -13971 17285 407
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1926 -954 4421 -15176 19036 414
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1885 -1090 5797 -16793 20567 437
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1829 -1318 8182 -19330 22733 443
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -440 -2580 -813 -45520 -7716 1566
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -516 -3009 4495 -54078 -8253 1565
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -644 -3481 9635 -62146 -6468 1559
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 -722 -4183 15879 -71237 -5625 1556
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -442 -2557 -1853 -44730 -7454 1556
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -513 -3002 3386 -53442 -8319 1555
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -643 -3487 8538 -61760 -6492 1548
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 -724 -4204 14789 -71284 -5613 1545
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 812 -2582 -812 -45705 3807 1175
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 695 -3011 4496 -54142 6664 1179
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 601 -3480 9632 -62075 7983 1186
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 465 -4179 15880 -70990 10171 1187
1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 814 -2560 -1849 -44942 3457 1193
2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 690 -3004 3383 -53523 6803 1197
3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 601 -3487 8534 -61707 7979 1204
4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 467 -4199 14792 -71003 10155 1205
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1301 -790 6072 -14437 -14827 438
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1325 -879 7108 -15563 -14580 433
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1352 -1000 8085 -17040 -14117 417
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 -1379 -1192 10269 -19009 -13447 412
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1304 -783 3799 -13855 -14147 512
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1327 -876 4861 -15168 -14254 508
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1352 -999 5881 -16739 -14089 492
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 -1373 -1202 7943 -19045 -13996 487
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1445 -793 6071 -14580 13416 354
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1415 -879 7108 -15585 14054 360
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1387 -998 8086 -16993 14540 376
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1358 -1189 10268 -18902 14918 381
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1447 -788 3797 -14075 12802 301
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1416 -877 4861 -15220 13752 306
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1389 -997 5883 -16655 14458 323
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1353 -1198 7942 -18862 15378 327
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -301 -2421 939 -43091 -5842 963
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -374 -2770 5008 -49754 -5076 962
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -450 -3192 8871 -56435 -4165 957
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 -502 -3847 13926 -64628 -3702 955
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -306 -2406 104 -42348 -5567 970
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -368 -2766 4140 -49194 -5241 970
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -448 -3195 8012 -56087 -4184 965
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 -505 -3860 13043 -64550 -3668 963
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 574 -2422 939 -43143 3155 777
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 508 -2771 5010 -49784 4079 780
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 439 -3192 8869 -56402 5125 785
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 343 -3845 13925 -64494 6753 786
1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 575 -2408 102 -42423 3062 790
2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 505 -2767 4145 -49235 4185 793
3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 439 -3195 8010 -56060 5073 798
4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 345 -3857 13042 -64406 6688 799
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 -357 -20 8423 -819 -3283 86
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 -366 -22 8071 -870 -3099 86
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 -376 -26 7689 -990 -2915 85
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 -384 -30 8951 -1060 -2542 84
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 396 6 9119 -311 397 84
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 387 3 8677 -376 601 84
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 378 -1 8202 -492 804 85

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 369 -3 9453 -528 860 85
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 -95 -589 4111 -13440 1499 -622
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 -20 -645 5297 -14350 -66 -623
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 54 -718 6445 -15534 -1623 -623
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 127 -827 9192 -17071 -3120 -622
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 162 798 11306 15582 -3747 761
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 73 692 9493 14161 -1938 761
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 -19 623 7601 13107 -26 761
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 -112 569 6988 12238 1925 761
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 1 2068 -121 2 0
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 0 1922 -128 2 0
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 0 1775 -132 2 0
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 0 2148 -134 2 0
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 -194 -20 9201 -870 -2508 56
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 -200 -22 8795 -924 -2381 56
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 -207 -27 8355 -1054 -2253 55
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 -213 -30 9681 -1128 -2031 55
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 265 795 9242 15482 -5821 1276
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 103 686 7237 13936 -2458 1276
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 -62 616 5151 12802 1008 1276
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 -229 562 3759 11932 4493 1275
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 -202 -588 6327 -13240 3869 -1186
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 -50 -643 7696 -14114 673 -1186
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 101 -715 9014 -15229 -2478 -1186
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 245 -812 12541 -16340 -5360 -1186
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 -333 6 8487 -279 -3660 84
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 -342 3 8084 -338 -3483 84
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 -351 -1 7650 -444 -3301 83
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 -359 -2 8843 -476 -2937 83
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 354 -22 6400 -755 1199 64
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 347 -24 6144 -803 1349 64
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 340 -27 5863 -907 1500 65
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 333 -31 6815 -982 1540 65
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 -248 -562 3914 -12561 4900 -1333
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 -74 -614 5274 -13417 1239 -1333
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 101 -683 6591 -14534 -2411 -1333
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 271 -786 9562 -15961 -5921 -1333
1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 285 757 11592 14454 -6639 1437
2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 102 657 9614 13159 -2914 1437
3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 -87 591 7547 12161 1025 1437
4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 -277 541 6706 11345 5028 1437
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 -339 -24 8380 -800 -7183 59
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 -349 -23 8063 -804 -7056 59
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 -359 -25 7714 -885 -6922 57
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 -383 -25 8881 -891 -6622 58
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 402 8 9067 -409 4918 59
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 391 3 8667 -474 5104 60
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 380 -3 8232 -599 5286 61
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 381 -5 9391 -635 5323 63
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 -106 -560 4243 -8798 1424 -451
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 -19 -623 5354 -9527 126 -452
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 68 -711 6426 -10566 -1171 -452
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 155 -863 8949 -12119 -2451 -460
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 195 827 11094 10666 -2811 550
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 90 687 9420 9259 -1262 551
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 -18 599 7668 8244 339 551
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 -126 542 7115 7544 1949 561
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 9 -23 9157 -860 -1913 40
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 2 -23 8787 -872 -1808 40
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 -5 -26 8381 -967 -1701 40
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 -13 -26 9609 -985 -1585 41
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 315 823 9035 10480 -4691 935
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 123 679 7165 8966 -1825 936
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 -71 593 5212 7962 1070 936
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 -267 537 3902 7286 3970 951
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 -232 -556 6453 -8471 3576 -868

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 -55 -619 7750 -9203 918 -868
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 123 -707 8996 -10239 -1731 -868
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 297 -851 12287 -11478 -4223 -882
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 -324 7 8436 -365 -7388 60
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 -335 3 8072 -424 -7262 60
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 -345 -2 7676 -537 -7127 59
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 -368 -4 8780 -570 -6831 60
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 372 -27 6380 -722 5320 46
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 364 -25 6150 -710 5450 46
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 356 -26 5895 -764 5577 47
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 357 -25 6768 -768 5651 49
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 -287 -532 4037 -8094 4318 -979
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 -83 -592 5329 -8787 1270 -979
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 121 -676 6576 -9778 -1779 -979
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 326 -822 9327 -11256 -4790 -994
1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 343 786 11388 9779 -5469 1053
2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 127 652 9543 8459 -2296 1053
3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 -94 568 7611 7481 1012 1053
4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 -319 514 6823 6821 4337 1070
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 -261 1 6949 -249 675 41
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 -265 0 6572 -285 767 41
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 -268 -2 6171 -356 858 41
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 -272 -3 7157 -382 978 40
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 295 -31 7188 -1175 -3425 125
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 286 -33 6953 -1236 -3135 126
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 276 -37 6693 -1357 -2843 126
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 266 -41 7959 -1464 -2568 126
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 38 -88 6659 -2875 -741 -39
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 41 -94 6685 -3017 -832 -39
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 44 -103 6687 -3243 -923 -39
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 47 -115 8269 -3520 -1016 -39
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 12 74 7832 1771 -2387 221
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 -5 65 7167 1565 -1865 221
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 -23 58 6472 1380 -1343 221
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 -41 54 7162 1275 -811 221
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 0 2303 -113 3 0
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 0 2132 -119 3 0
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 0 1961 -124 3 0
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 0 2395 -126 3 0
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 -27 -1 7777 -350 -1498 -4
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 -27 -2 7331 -390 -1510 -4
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 -27 -4 6855 -470 -1521 -4
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 -26 -5 7891 -498 -1522 -4
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 -10 69 8119 1531 -1710 51
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 -14 60 7333 1328 -1593 51
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 -18 54 6515 1147 -1475 51
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 -22 49 7062 1047 -1349 51
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 51 -84 6661 -2687 -745 85
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 44 -90 6789 -2825 -547 85
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 38 -99 6893 -3050 -348 85
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 31 -111 8641 -3324 -152 85
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 -113 -4 6835 -355 -2097 50
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 -117 -5 6525 -377 -1982 50
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 -121 -6 6191 -440 -1866 50
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 -125 -7 7263 -461 -1728 50
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 167 26 7621 412 -858 83
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 161 22 7102 314 -662 83
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 155 18 6554 199 -465 83
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 149 16 7440 144 -286 83
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 -5 -27 7254 -1060 858 -325
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 21 -29 6993 -1115 81 -325
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 47 -32 6705 -1229 -695 -325
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 73 -36 7939 -1323 -1476 -325
1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 5 -5 7433 -443 -2654 450
2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 -31 -6 7041 -469 -1569 451
3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 -67 -7 6623 -539 -483 450
4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 -104 -8 7681 -561 616 450
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 -285 5 6890 -340 -6418 31
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 -290 1 6571 -387 -6342 31
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 -296 -3 6224 -478 -6263 30

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 -311 -4 7070 -507 -6130 30
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 358 -27 7157 -705 4561 86
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 343 -30 6965 -762 4799 86
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 327 -36 6746 -896 5034 87
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 321 -43 7836 -998 5221 89
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 53 -80 6666 -1389 1042 -37
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 60 -90 6712 -1509 943 -37
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 67 -104 6733 -1730 843 -37
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 75 -126 8106 -1983 733 -38
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 41 86 7736 594 -2840 164
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 11 68 7156 396 -2391 164
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 -19 55 6543 209 -1940 164
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 -51 48 7124 117 -1477 168
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 0 1 2276 -161 1 0
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 0 0 2132 -166 1 0
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 0 -1 1988 -170 1 0
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 0 -1 2362 -171 1 0
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 -20 3 7718 -448 -2578 -5
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 -19 0 7333 -500 -2594 -5
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 -19 -5 6917 -605 -2609 -5
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 -20 -7 7802 -637 -2608 -5
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 4 81 8019 353 -2408 38
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 -3 63 7319 157 -2307 38
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 -10 50 6583 -29 -2205 38
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 -18 43 7024 -114 -2090 39
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 78 -76 6664 -1196 1212 55
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 68 -85 6815 -1311 1362 55
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 58 -100 6939 -1532 1511 55
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 50 -122 8473 -1786 1648 56
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 -249 0 6757 -338 -6939 58
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 -260 -3 6499 -372 -6791 58
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 -270 -6 6215 -457 -6638 57
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 -290 -7 7133 -484 -6433 57
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 318 33 7570 -70 5017 70
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 305 24 7120 -173 5215 71
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 293 17 6639 -304 5410 72
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 289 13 7397 -357 5558 74
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 -13 -34 7207 -802 2425 -237
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 31 -31 6999 -782 1767 -237
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 75 -31 6764 -841 1108 -237
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 121 -30 7837 -845 436 -242
1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 46 0 7387 -440 -3845 322
2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 -14 -3 7048 -482 -2941 322
3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 -75 -7 6679 -578 -2035 322
4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 -139 -8 7579 -606 -1112 328
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 -438 -21 6824 -892 3270 7
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 -439 -22 6510 -938 3284 7
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 -440 -25 6171 -1034 3295 6
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 -440 -28 7207 -1106 3327 6
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 475 3 9484 -295 -5706 134
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 468 1 8987 -348 -5427 135
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 460 -2 8455 -450 -5134 135
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 449 -3 9810 -488 -4859 135
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 32 -37 6368 -1338 -693 -102
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 40 -39 6186 -1405 -933 -102
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 48 -44 5981 -1530 -1172 -102
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 56 -49 7143 -1653 -1413 -102
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 37 21 9554 197 -3237 346
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 9 17 8964 101 -2412 346
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 -19 13 8340 -27 -1586 346
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 -47 11 9568 -84 -749 346
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 0 2073 -101 3 0
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 0 1919 -106 3 0
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 0 1764 -111 3 0
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 0 2156 -113 3 0
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 -23 -21 9923 -1040 -1944 30
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 -26 -22 9422 -1093 -1876 30
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 -28 -26 8884 -1217 -1807 30
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 -31 -28 10335 -1294 -1726 30
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 -8 12 7431 -142 -1662 32

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 -10 9 6766 -216 -1590 32
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 -13 6 6072 -310 -1518 32
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 -16 4 6656 -347 -1438 32
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 60 -30 8998 -1104 -1102 133
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 50 -33 8856 -1170 -790 133
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 40 -37 8681 -1315 -476 133
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 29 -42 10534 -1437 -166 133
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 -163 2 8752 -249 -2802 75
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 -169 1 8329 -295 -2632 75
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 -175 -2 7875 -387 -2461 75
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 -181 -3 9214 -421 -2259 75
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 255 -25 6714 -1020 -768 75
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 249 -27 6424 -1071 -592 75
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 244 -30 6108 -1175 -416 76
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 238 -33 7161 -1259 -265 76
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 -33 1 6933 -238 1790 -507
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 8 0 6550 -277 561 -507
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 50 -2 6141 -351 -669 -507
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 91 -2 7087 -379 -1904 -507
1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 14 -23 9330 -1036 -3384 654
2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 -40 -24 8920 -1090 -1784 654
3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 -93 -28 8475 -1213 -183 654
4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 -147 -31 9954 -1297 1435 653
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 -331 -22 8596 -971 1043 127
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 -341 -23 8224 -1021 1328 127
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 -350 -26 7822 -1133 1610 126
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 -359 -29 9210 -1211 1920 126
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 380 2 9370 -295 -4544 114
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 372 1 8878 -347 -4290 115
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 365 -2 8352 -448 -4030 115
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 356 -3 9701 -485 -3791 115
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 70 -33 6568 -1244 -648 -136
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 81 -35 6341 -1307 -968 -136
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 91 -39 6090 -1426 -1286 -135
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 102 -44 7218 -1536 -1612 -135
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 43 17 9502 60 -2962 220
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 26 13 8907 -27 -2443 220
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 8 10 8277 -149 -1922 220
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 -9 8 9484 -201 -1393 220
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 0 2073 -101 3 0
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 0 1919 -106 3 0
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 0 1764 -111 3 0
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 0 2156 -113 3 0
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 -22 -21 9689 -1042 -1946 37
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 -25 -23 9201 -1095 -1862 37
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 -28 -26 8678 -1217 -1777 37
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 -31 -29 10102 -1294 -1680 37
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 -25 12 7110 -50 -1712 30
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 -27 9 6538 -120 -1645 30
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 -30 7 5939 -211 -1578 29
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 -32 5 6612 -248 -1501 29
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 4 -28 8965 -1067 -298 189
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 -11 -30 8745 -1128 148 189
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 -26 -34 8494 -1264 595 189
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 -41 -38 10212 -1373 1043 189
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 -156 2 8677 -275 -2347 120
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 -166 0 8232 -320 -2069 120
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 -175 -2 7756 -411 -1791 120
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 -185 -3 9044 -444 -1483 120
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 217 -24 6611 -1006 -828 53
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 213 -26 6318 -1056 -703 53
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 209 -29 6001 -1157 -576 54
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 205 -32 7030 -1240 -473 54
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 -12 1 6794 -254 1281 -383
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 19 -1 6426 -289 362 -383
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 50 -2 6033 -361 -557 -383
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 81 -3 6976 -386 -1481 -383
1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 55 -23 9257 -1064 -3685 516
2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 13 -25 8837 -1118 -2435 516
3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 -29 -28 8384 -1240 -1184 516

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 -71 -32 9833 -1325 78 516
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 -114 131 7173 3345 -299 -25
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 -112 116 6290 3013 -362 -26
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 -110 105 5376 2757 -425 -26
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 -109 98 5552 2596 -474 -26
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 162 -118 7997 -3807 -2664 340
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 135 -126 8127 -3996 -1852 340
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 108 -138 8228 -4294 -1039 340
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 81 -155 10320 -4667 -236 340
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 -59 -245 4404 -7488 778 -86
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 -52 -262 5271 -7852 578 -86
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 -46 -284 6114 -8367 378 -86
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 -39 -319 8563 -9101 181 -86
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 -83 290 10663 7654 -1395 202
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 -99 259 9106 7035 -948 202
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 -116 237 7493 6519 -476 202
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 -133 222 7324 6177 13 202
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 0 2073 -101 3 0
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 0 1919 -106 3 0
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 0 1764 -111 3 0
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 0 2156 -113 3 0
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 -30 128 9799 3177 -1319 -82
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 -24 112 8842 2840 -1514 -82
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 -18 101 7846 2561 -1708 -82
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 -12 94 8514 2393 -1894 -82
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 -30 290 8021 7763 -1510 81
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 -36 258 6564 7069 -1324 81
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 -43 237 5064 6583 -1138 81
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 -50 222 4456 6254 -943 81
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 30 -246 6907 -7594 -818 35
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 27 -262 7669 -7967 -735 35
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 24 -285 8401 -8501 -652 35
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 21 -315 11283 -9013 -558 35
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 -91 8 9012 -155 -1212 144
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 -102 5 8487 -218 -876 144
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 -114 3 7931 -321 -540 144
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 -125 1 9156 -361 -186 143
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 120 253 7896 6731 -1177 20
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 119 225 6573 6122 -1128 20
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 118 206 5209 5688 -1078 20
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 117 193 4799 5398 -1037 20
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 -73 -99 5419 -3130 1622 -278
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 -51 -106 5638 -3286 962 -278
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 -29 -116 5836 -3527 301 -278
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 -7 -130 7456 -3842 -358 -278
1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 -51 104 9660 2464 -1960 391
2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 -83 91 8728 2180 -1024 391
3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 -115 81 7757 1936 -88 391
4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 -146 75 8438 1794 865 391
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 -292 -21 9516 -980 507 120
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 -301 -22 9090 -1030 774 120
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 -310 -25 8631 -1147 1039 119
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 -318 -28 10157 -1223 1341 119
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 234 2 9550 -304 -3343 24
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 232 0 9079 -353 -3288 24
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 230 -2 8575 -451 -3229 25
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 229 -4 10040 -487 -3189 25
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 47 -28 9428 -1191 -1499 -59
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 52 -30 9049 -1252 -1638 -59
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 56 -34 8638 -1383 -1776 -59
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 61 -38 10232 -1483 -1914 -59
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 -47 12 9653 -50 -2413 155
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 -59 9 9103 -124 -2051 155
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 -71 6 8519 -237 -1687 155
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 -84 4 9874 -284 -1306 155
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 0 2073 -101 3 0
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 0 1919 -106 3 0
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 0 1764 -111 3 0
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 0 2156 -113 3 0
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 -17 -21 10382 -1060 -2023 58

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 -21 -23 9866 -1113 -1890 58
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 -26 -26 9314 -1239 -1756 58
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 -31 -29 10879 -1317 -1609 58
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 -49 5 9797 -307 -2054 68
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 -55 3 9185 -370 -1898 68
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 -60 0 8538 -476 -1741 68
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 -66 -1 9821 -515 -1568 68
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 24 -24 9252 -974 -1287 106
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 16 -26 8980 -1029 -1038 106
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 8 -29 8677 -1155 -789 106
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 -1 -33 10410 -1250 -537 106
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 -120 3 9590 -266 -2681 82
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 -126 1 9110 -319 -2495 82
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 -133 -1 8597 -419 -2306 82
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 -140 -2 10055 -457 -2083 82
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 154 -22 10122 -1057 -1396 93
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 147 -23 9638 -1110 -1178 93
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 140 -27 9119 -1235 -957 93
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 133 -29 10682 -1315 -753 93
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 -9 2 9615 -308 -143 -236
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 10 0 9124 -359 -703 -236
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 28 -2 8600 -458 -1262 -236
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 47 -3 10046 -495 -1821 -236
1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 -57 -20 9399 -951 -2512 374
2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 -87 -22 8993 -1000 -1618 374
3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 -117 -25 8555 -1115 -724 374
4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 -147 -28 10098 -1192 191 373
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 -18 -22 6297 -903 -1470 52
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 -22 -23 6028 -948 -1350 52
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 -26 -26 5737 -1042 -1230 52
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 -30 -29 6744 -1116 -1101 52
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 53 3 10732 -328 -1271 82
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 47 1 10177 -387 -1079 82
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 40 -2 9584 -501 -887 82
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 34 -3 11185 -544 -697 82
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 44 -22 6283 -921 -600 52
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 40 -24 6017 -967 -479 52
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 36 -27 5729 -1061 -358 52
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 32 -30 6738 -1138 -240 52
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 -9 4 10746 -306 -2121 82
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 -15 2 10188 -367 -1931 82
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 -22 -1 9592 -483 -1741 82
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 -28 -3 11191 -526 -1538 82
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 0 2073 -101 3 0
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 0 1919 -106 3 0
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 0 1764 -111 3 0
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 0 2156 -113 3 0
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 -8 -22 10656 -1065 -2130 85
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 -15 -23 10155 -1119 -1934 85
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 -22 -27 9616 -1248 -1738 85
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 -28 -29 11290 -1329 -1529 85
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 0 2073 -101 3 0
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 0 1919 -106 3 0
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 0 1764 -111 3 0
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 0 2156 -113 3 0
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 53 -22 10642 -1083 -1279 84
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 47 -24 10144 -1138 -1082 84
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 40 -27 9608 -1268 -885 84
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 34 -30 11285 -1351 -689 84
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 -9 4 10746 -306 -2121 82
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 -15 2 10188 -367 -1931 82
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 -22 -1 9592 -483 -1741 82
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 -28 -3 11191 -526 -1538 82
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 44 -22 6283 -921 -600 52
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 40 -24 6017 -967 -479 52
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 36 -27 5729 -1061 -358 52
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 32 -30 6738 -1138 -240 52
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 0 2073 -101 3 0
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 0 1919 -106 3 0
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 0 1764 -111 3 0

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 0 2156 -113 3 0
1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 -8 -22 10656 -1065 -2130 85
2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 -15 -23 10155 -1119 -1934 85
3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 -22 -27 9616 -1248 -1738 85
4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 -28 -29 11290 -1329 -1529 85
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 -339 13 8816 18 1258 52
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 -344 10 8309 -55 1373 52
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 -348 7 7771 -162 1487 52
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 -351 6 8982 -207 1628 51
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 385 -39 9071 -1506 -4720 167
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 373 -42 8772 -1583 -4347 167
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 362 -47 8441 -1737 -3968 167
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 348 -52 10045 -1872 -3609 167
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 33 -106 5780 -3399 -637 -77
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 39 -114 5939 -3567 -818 -77
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 45 -124 6077 -3822 -998 -77
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 52 -139 7673 -4154 -1181 -77
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 26 99 9909 2374 -2949 292
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 3 87 9047 2101 -2257 292
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 -20 78 8148 1859 -1564 292
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 -44 72 8996 1720 -861 292
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 0 2073 -101 3 0
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 0 1919 -106 3 0
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 0 1764 -111 3 0
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 0 2156 -113 3 0
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 -27 11 9890 -110 -1751 -10
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 -26 8 9288 -188 -1777 -10
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 -25 5 8648 -308 -1801 -10
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 -25 3 9923 -356 -1814 -10
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 -9 91 7672 2127 -1646 45
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 -13 80 6783 1875 -1545 45
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 -16 72 5862 1667 -1443 45
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 -20 67 6125 1546 -1333 44
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 57 -101 8410 -3244 -1043 109
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 48 -109 8567 -3412 -788 109
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 40 -119 8694 -3688 -533 109
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 31 -134 10916 -4020 -280 109
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 -139 -4 8635 -407 -2546 63
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 -144 -4 8235 -440 -2402 63
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 -149 -6 7804 -522 -2259 63
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 -155 -7 9157 -550 -2084 63
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 209 46 7050 975 -789 87
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 202 39 6491 836 -582 87
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 196 35 5905 700 -375 87
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 190 32 6587 627 -189 87
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 -24 -34 6534 -1256 1506 -454
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 13 -36 6336 -1320 410 -454
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 49 -40 6114 -1442 -685 -454
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 86 -45 7282 -1557 -1786 -454
1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 16 5 9420 -252 -3292 592
2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 -32 3 8895 -311 -1849 592
3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 -80 0 8336 -415 -405 592
4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 -129 -1 9644 -454 1054 592
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 -503 -23 6779 -710 -8137 0
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 -503 -22 6513 -708 -8160 0
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 -503 -24 6220 -773 -8178 -2
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 -517 -23 7102 -781 -8058 -3
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 584 8 9410 -438 6933 97
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 567 3 8988 -506 7265 97
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 549 -3 8528 -638 7596 99
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 549 -5 9703 -672 7556 102
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 41 -34 6341 -765 971 -83
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 56 -37 6198 -827 746 -83
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 72 -44 6030 -962 521 -83
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 88 -53 7031 -1079 287 -85
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 81 29 9480 -234 -3316 254
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 33 20 8968 -340 -2611 254
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 -14 12 8418 -493 -1904 254
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 -63 8 9479 -551 -1184 259
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 -12 -21 9865 -919 -3091 18
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 -15 -22 9431 -941 -3045 18
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 -19 -25 8957 -1051 -2997 18
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 -24 -26 10211 -1073 -2931 19
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 3 17 7365 -512 -2382 23
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 -1 10 6763 -595 -2323 23
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 -5 4 6128 -707 -2262 23
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 -11 1 6588 -741 -2190 23
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 97 -26 8952 -569 1088 90
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 81 -30 8867 -632 1335 90
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 64 -37 8748 -797 1581 91
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 50 -46 10390 -922 1815 93
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 -415 9 8643 -326 -9950 93
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 -429 5 8283 -390 -9790 93
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 -443 -1 7890 -510 -9618 91
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 -477 -3 9029 -544 -9099 93
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 506 -30 6714 -787 7956 80
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 492 -28 6471 -772 8189 81
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 478 -28 6201 -829 8419 83
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 479 -28 7107 -832 8510 85
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 -59 4 6874 -347 3152 -368
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 11 1 6550 -394 2109 -369
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 81 -3 6199 -489 1064 -368
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 153 -5 7010 -519 6 -375
1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 73 -24 9282 -845 -4834 466
2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 -17 -24 8931 -856 -3493 467
3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 -107 -26 8543 -953 -2151 466
4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 -201 -26 9824 -972 -786 475
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 -381 -25 6651 -716 -6858 18
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 -384 -23 6396 -711 -6818 17
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 -387 -24 6114 -772 -6775 16
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 -401 -24 6994 -779 -6665 16
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 463 7 9297 -437 5729 81
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 448 2 8879 -504 5999 81
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 433 -3 8425 -637 6262 83
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 433 -5 9594 -667 6272 85
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 79 -30 6568 -766 2316 -111
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 99 -34 6372 -826 2017 -111
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 120 -40 6150 -956 1717 -110
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 143 -47 7108 -1062 1399 -112
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 84 24 9425 -319 -2541 165
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 54 16 8908 -417 -2088 166
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 24 8 8353 -564 -1633 166
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 -8 5 9394 -616 -1171 169
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 -9 -22 9632 -913 -2999 24
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 -13 -22 9210 -932 -2939 24
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 -18 -26 8749 -1036 -2876 24
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 -24 -26 9980 -1057 -2797 24
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 -14 18 7046 -384 -2797 21
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 -18 11 6536 -463 -2743 21
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 -22 5 5995 -571 -2688 21
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 -28 3 6544 -606 -2617 21
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 37 -27 8918 -634 628 133
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 12 -29 8756 -674 991 133
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 -12 -34 8560 -809 1354 133
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 -36 -36 10074 -864 1711 135
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 -323 8 8571 -352 -8579 90
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 -338 3 8207 -415 -8402 90
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 -353 -2 7810 -536 -8209 88
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 -384 -4 8934 -565 -7773 90
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 402 -29 6601 -778 6572 63
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 390 -27 6356 -764 6751 64
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 379 -28 6084 -820 6927 65

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 379 -27 6971 -823 7036 67
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 -27 4 6737 -343 2837 -280
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 25 0 6427 -388 2056 -280
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 78 -4 6090 -479 1274 -280
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 133 -5 6899 -508 479 -285
1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 111 -25 9209 -874 -3774 369
2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 42 -24 8848 -882 -2730 369
3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 -28 -27 8452 -977 -1683 369
4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 -101 -27 9705 -994 -623 376
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 -117 144 7028 1277 -3341 -8
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 -116 116 6255 976 -3368 -8
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 -115 98 5449 740 -3393 -9
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 -118 88 5584 611 -3393 -9
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 222 -106 8038 -1738 1592 233
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 178 -118 8172 -1893 2241 233
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 135 -137 8275 -2175 2890 234
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 95 -166 10093 -2510 3515 239
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 -63 -226 4531 -3133 371 -75
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 -49 -251 5346 -3419 169 -75
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 -36 -288 6132 -3870 -34 -75
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 -23 -352 8269 -4539 -234 -77
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 -64 325 10428 3259 -4125 155
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 -92 265 9045 2618 -3716 155
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 -121 227 7601 2151 -3293 155
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 -154 204 7418 1878 -2845 158
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 -23 144 9654 1149 -2013 -57
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 -13 115 8816 835 -2170 -57
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 -2 96 7935 563 -2325 -57
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 6 85 8503 423 -2468 -58
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 -14 322 7802 3386 -2660 68
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 -26 263 6503 2761 -2481 68
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 -39 227 5152 2333 -2300 68
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 -53 205 4575 2074 -2105 69
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 53 -225 7025 -3193 876 14
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 50 -250 7745 -3488 913 14
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 48 -288 8430 -3969 950 14
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 47 -351 10968 -4641 976 14
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 -77 11 8927 -419 -3942 109
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 -97 5 8484 -489 -3650 109
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 -117 -1 8006 -614 -3356 108
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 -141 -3 9075 -656 -3034 111
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 151 284 7713 2929 2634 13
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 149 232 6525 2373 2675 14
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 147 199 5289 1985 2715 14
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 149 179 4876 1754 2731 15
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 -90 -94 5419 -1402 1280 -200
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 -53 -104 5661 -1533 726 -200
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 -15 -121 5881 -1764 172 -201
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 22 -147 7312 -2059 -382 -205
1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 -20 123 9553 812 -4281 278
2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 -72 97 8715 534 -3508 278
3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 -124 80 7834 287 -2733 278
4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 -181 70 8384 165 -1933 283
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 -311 -22 9457 -818 -7344 79
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 -324 -22 9096 -835 -7198 79
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 -337 -25 8700 -937 -7042 78
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 -366 -24 10025 -940 -6581 79
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 289 6 9476 -431 3443 14
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 286 2 9080 -493 3488 15
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 284 -4 8648 -619 3531 16
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 289 -6 9931 -660 3516 16
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 68 -33 9402 -951 768 -54
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 78 -31 9076 -944 624 -54
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 88 -32 8717 -1029 479 -53
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 99 -32 10100 -1041 325 -54
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 -24 18 9578 -347 -4131 115

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 -45 11 9105 -433 -3822 115
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 -66 4 8596 -572 -3509 115
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 -91 2 9776 -621 -3173 117
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 0 -21 10322 -940 -2823 39
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 -6 -22 9876 -963 -2723 39
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 -13 -26 9390 -1075 -2619 39
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 -22 -26 10750 -1099 -2501 39
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 17 11 10384 -581 -2489 47
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 9 5 9822 -664 -2365 47
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 0 -2 9218 -810 -2240 47
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 -10 -5 10403 -856 -2102 48
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 53 -28 9200 -714 -95 73
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 40 -26 8990 -709 103 73
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 27 -27 8748 -798 300 73
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 14 -27 10278 -817 495 75
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 -275 10 9488 -388 -7812 83
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 -288 4 9081 -458 -7667 83
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 -302 -1 8638 -592 -7508 82
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 -331 -3 9895 -623 -7048 83
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 278 -23 10077 -917 3985 80
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 263 -23 9663 -936 4225 80
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 249 -26 9210 -1043 4460 81
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 243 -26 10571 -1050 4535 83
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 -6 6 9541 -453 1107 -174
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 26 2 9126 -517 628 -174
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 58 -4 8676 -644 150 -174
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 91 -6 9943 -685 -335 -177
1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 -23 -21 9345 -790 -4971 268
2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 -73 -21 9002 -803 -4228 268
3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 -123 -24 8625 -898 -3482 267
4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 -178 -24 9970 -919 -2707 273
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 -7 -26 6262 -694 -2264 35
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 -13 -24 6036 -684 -2172 35
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 -19 -25 5787 -737 -2077 35
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 -27 -24 6647 -742 -1971 36
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 87 9 10654 -507 873 57
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 76 3 10181 -582 1029 57
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 66 -3 9667 -727 1184 57
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 58 -6 11072 -776 1327 59
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 66 -27 6247 -706 1180 35
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 60 -25 6025 -694 1275 35
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 54 -25 5779 -745 1370 35
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 49 -25 6641 -749 1454 36
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 14 10 10669 -496 -2565 57
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 4 4 10192 -572 -2414 57
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 -7 -3 9675 -719 -2260 57
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 -19 -5 11078 -768 -2093 58
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 14 -22 10596 -931 -2568 58
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 4 -23 10165 -953 -2414 58
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 -7 -26 9694 -1066 -2259 58
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 -19 -26 11158 -1090 -2090 59
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 0 1 2048 -144 1 0
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 0 0 1919 -149 1 0
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 0 -1 1789 -152 1 0
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 0 -1 2126 -153 1 0
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 87 -23 10581 -943 871 58
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 77 -23 10154 -962 1028 58
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 66 -27 9686 -1074 1184 58
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 58 -27 11152 -1098 1330 59
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 14 10 10669 -496 -2565 57
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 4 4 10192 -572 -2414 57
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 -7 -3 9675 -719 -2260 57

Sellwood Bridge
Bent 3
Top of Shaft Reactions
Pile 4 North Pile Pile 1 South Pile
Pile Case Fx Fy Fz Mx My Mz
No. (Kips) (Kips) (Kips) (Kip-ft) (Kip-ft) (Kip-ft)
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 -19 -5 11078 -768 -2093 58
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 66 -27 6247 -706 1180 35
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 60 -25 6025 -694 1275 35
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 54 -25 5779 -745 1370 35
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 49 -25 6641 -749 1454 36
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 0 1 2048 -144 1 0
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 0 0 1919 -149 1 0
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 0 -1 1789 -152 1 0
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 0 -1 2126 -153 1 0
1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 14 -22 10596 -931 -2568 58
2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 4 -23 10165 -953 -2414 58
3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 -7 -26 9694 -1066 -2259 58
4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 -19 -26 11158 -1090 -2090 59
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 -393 17 6846 -211 -6717 -28
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 -388 11 6472 -282 -6801 -28
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 -383 6 6069 -389 -6880 -29
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 -390 4 6796 -427 -6897 -30
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 472 -35 9036 -911 5581 118
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 450 -39 8788 -985 5929 118
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 428 -47 8506 -1157 6276 120
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 422 -55 9896 -1267 6337 123
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 44 -98 5805 -1564 1060 -67
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 56 -109 5972 -1702 881 -67
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 68 -126 6116 -1943 701 -66
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 82 -153 7500 -2245 512 -68
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 66 114 9789 784 -3151 216
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 26 90 9033 522 -2555 217
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 -14 74 8235 278 -1956 217
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 -56 64 8959 158 -1345 221
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 0 1 2048 -144 1 0
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 0 0 1919 -149 1 0
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 0 -1 1789 -152 1 0
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 0 -1 2126 -153 1 0
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 -17 17 9812 -428 -2803 -9
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 -16 10 9288 -518 -2831 -9
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 -14 3 8724 -665 -2857 -9
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 -15 0 9826 -716 -2867 -9
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 3 105 7562 610 -2391 35
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 -3 83 6763 370 -2301 35
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 -9 68 5927 166 -2208 35
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 -17 60 6109 67 -2104 35
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 90 -92 8417 -1435 1111 71
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 77 -103 8599 -1575 1303 71
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 65 -121 8749 -1847 1494 71
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 54 -147 10713 -2157 1673 72
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 -325 2 8535 -415 -8529 74
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 -337 -2 8199 -466 -8388 74
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 -350 -6 7832 -580 -8234 73
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 -378 -8 8994 -604 -7833 74
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 403 54 7001 219 6417 80
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 389 42 6513 80 6645 80
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 374 33 5995 -65 6867 81
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 371 28 6571 -130 7028 83
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 -45 -32 6495 -745 2917 -329
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 17 -36 6344 -806 1990 -329
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 79 -42 6168 -940 1062 -329
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 144 -51 7182 -1054 121 -335
1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 71 12 9360 -422 -4498 422
2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 -9 6 8902 -498 -3294 422
3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 -90 0 8406 -632 -2088 422
4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 -174 -3 9530 -677 -862 430

Bent 2 & 3 Footings

Bent 2 & 3 Footing – Design

Narrative

SMJ
Project: Sellwood Bridge 4-27-2012
Item: Bent 2 & 3 Footings

Background

The foundations at Bents 2 and 3 consist of a single line of 4 drilled shafts spaced at 28’-
6” at Bent 2 and 25’-0” at Bent 3 with a 16’x20’ cap supporting wall piers.

The footings were modeled in a global analysis using a 6×6 spring matrix. The
displacements and rotations from the global analysis were input into an FB-Pier model of
the foundation to determine top of shaft reactions. The design forces in the cap were
determined using the top of shaft reactions as input demands in a local LARSA analysis
model of the footing as well as a strut and tie analysis. The table of shaft reactions
includes a full suite of loads and includes all applicable load combinations. Seismic
demands are taken from version 7.0 of the analysis model. All other demands are from
version 5.0. The Seismic demands have been determined to control the design of the
footing.

Design checks were performed using a custom design spreadsheet and XTRACT
software package. The design was also verified using Strut and Tie models. Design
checks were done in accordance with AASHTO LRFD and AASHTO Guide
Specifications for LRFD Seismic Design, as well as ODOT Bridge Design and Drafting
Manual.

Design Parameters

Footing concrete was taken as Class 4000 – 1” and reinforcement as Grade 60 ksi or
Grade 75 ksi as appropriate. Limit state checks for the 500 year and 1000 year seismic
events were in accordance with the project design criteria.

Analysis Models

Local footing analysis were performed using LARSA 4D. The stiffness of the wall pier
was modeled using thick shells and the footing was modeled using beam elements with
gross cross-section properties. The location of the arch springing was used as a point of
restraint and was assumed to be fixed for both translation and rotation about all degrees
of freedom. Shaft forces from FB-Pier were input as nodal forces. See the following
pages for analysis model input parameters.

Bent 2 & 3 Footings

Bent 2 & 3 Footing – Design

Analysis Models

Sellwood Bent 2 Footing
Friday, April 27, 2012
sjohnson
Tel:

PROJECT SUMMARY
INPUT PROPERTIES Count INPUT GEOMETRY Count LOAD CASES Count
Universal Restraints None Joints 147 Load Cases 225
Materials 2 Members 16 Combination Cases None
Sections 2 Plates 120 Construction Stages None
User Coordinate System None Springs None Linked Databases None
Spring Curves None Isolaters / Bearings None
Isolater Property None Mass Elements None
Creep Definitions None Slave / Masters None
Tendons None

TABLE OF CONTENTS
INPUTS Page# RESULTS Page#
– INPUT : Material Properties Page 5
– INPUT : Sections Page 5
– INPUT : Joints Page 5
– INPUT : Members Page 9
– INPUT : Plates Page 10
– Load Cases Page 14

Graphics View 1
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 4

INPUT : Material Properties
Name Modulus of Elasticity (lb/ft²) Poisson Ratio Shear Modulus (lb/ft²) Unit Weight (lb/ft³)
Thermal Expansion (1/ °F
*10^-6)
Assigned
Fc_3 4.76e8 0.1702 2.03e8 87.6000 5.500000 Yes
Fc_3 WTLS 4.76e8 0.1702 2.03e8 0.0000 5.500000 Yes
INPUT : Sections
Name
Section Area
(in²)
Shear Area in
yy (in²)
Shear Area in
zz (in²)
Torsion
Constant
(in^4)
Inertia Izz
(in^4)
Inertia Iyy
(in^4)
Plastic
Modulus Zyy
(in³)
Plastic
Modulus Zzz
(in³)
Perimeter (in)
Material Time-
Effect
Ductility
Residual
Strength (%)
Assigned
PileCap 57,600.0000 48,000.0000 48,000.0000 4.2573e8 1.7695e8 4.3200e8 0.0000 0.0000 984.0000 (NONE) 50. 0. No
Rectangle 53,760.0000 44,800.0000 44,800.0000 3.7935e8 1.6515e8 3.5123e8 0.0000 0.0000 944.0000 (NONE) 50. 0. Yes
INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
200 0.0000 -55.2500 0.0000 all free all free Global Yes
206 0.0000 -51.5000 0.0000 all free all free Global Yes
1 0.0000 -42.7500 0.0000 all free all free Global Yes
214 0.0000 -42.2054 7.1250 all free all free Global Yes
227 0.0000 -41.6608 14.2500 all free all free Global Yes
240 0.0000 -41.1162 21.3750 all free all free Global Yes
253 0.0000 -40.5717 28.5000 all free all free Global Yes
266 0.0000 -40.0271 35.6250 all free all free Global Yes
279 0.0000 -39.4825 42.7500 all free all free Global Yes
292 0.0000 -38.9379 49.8750 all free all free Global Yes
305 0.0000 -38.3933 57.0000 all free all free Global Yes
319 0.0000 -37.8487 64.1250 all free all free Global Yes
332 0.0000 -37.3041 71.2500 all free all free Global Yes
213 0.0000 -35.6250 0.0000 all free all free Global Yes
226 0.0000 -35.6250 7.1250 all free all free Global Yes
239 0.0000 -35.6250 14.2500 all free all free Global Yes
252 0.0000 -35.6250 21.3750 all free all free Global Yes
265 0.0000 -35.6250 28.5000 all free all free Global Yes
278 0.0000 -35.6250 35.6250 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 5

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
291 0.0000 -35.6250 42.7500 all free all free Global Yes
304 0.0000 -35.6250 49.8750 all free all free Global Yes
317 0.0000 -35.6250 57.0000 all free all free Global Yes
331 0.0000 -35.6250 64.1250 all free all free Global Yes
344 0.0000 -35.6250 71.2500 all free all free Global Yes
205 0.0000 -28.5000 0.0000 all free all free Global Yes
220 0.0000 -28.5000 7.1250 all free all free Global Yes
233 0.0000 -28.5000 14.2500 all free all free Global Yes
246 0.0000 -28.5000 21.3750 all free all free Global Yes
259 0.0000 -28.5000 28.5000 all free all free Global Yes
272 0.0000 -28.5000 35.6250 all free all free Global Yes
285 0.0000 -28.5000 42.7500 all free all free Global Yes
298 0.0000 -28.5000 49.8750 all fixed all fixed Global Yes
311 0.0000 -28.5000 57.0000 all free all free Global Yes
325 0.0000 -28.5000 64.1250 all free all free Global Yes
338 0.0000 -28.5000 71.2500 all free all free Global Yes
210 0.0000 -21.3750 0.0000 all free all free Global Yes
223 0.0000 -21.3750 7.1250 all free all free Global Yes
236 0.0000 -21.3750 14.2500 all free all free Global Yes
249 0.0000 -21.3750 21.3750 all free all free Global Yes
262 0.0000 -21.3750 28.5000 all free all free Global Yes
275 0.0000 -21.3750 35.6250 all free all free Global Yes
288 0.0000 -21.3750 42.7500 all free all free Global Yes
301 0.0000 -21.3750 49.8750 all free all free Global Yes
314 0.0000 -21.3750 57.0000 all free all free Global Yes
328 0.0000 -21.3750 64.1250 all free all free Global Yes
341 0.0000 -21.3750 71.2500 all free all free Global Yes
2 0.0000 -14.2500 0.0000 all free all free Global Yes
215 0.0000 -14.2500 7.1250 all free all free Global Yes
228 0.0000 -14.2500 14.2500 all free all free Global Yes
241 0.0000 -14.2500 21.3750 all free all free Global Yes
254 0.0000 -14.2500 28.5000 all free all free Global Yes
267 0.0000 -14.2500 35.6250 all free all free Global Yes
280 0.0000 -14.2500 42.7500 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 6

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
293 0.0000 -14.2500 49.8750 all free all free Global Yes
306 0.0000 -14.2500 57.0000 all free all free Global Yes
320 0.0000 -14.2500 64.1250 all free all free Global Yes
333 0.0000 -14.2500 71.2500 all free all free Global Yes
212 0.0000 -7.1250 0.0000 all free all free Global Yes
225 0.0000 -7.1250 7.1250 all free all free Global Yes
238 0.0000 -7.1250 14.2500 all free all free Global Yes
251 0.0000 -7.1250 21.3750 all free all free Global Yes
264 0.0000 -7.1250 28.5000 all free all free Global Yes
277 0.0000 -7.1250 35.6250 all free all free Global Yes
290 0.0000 -7.1250 42.7500 all free all free Global Yes
303 0.0000 -7.1250 49.8750 all free all free Global Yes
316 0.0000 -7.1250 57.0000 all free all free Global Yes
330 0.0000 -7.1250 64.1250 all free all free Global Yes
343 0.0000 -7.1250 71.2500 all free all free Global Yes
204 0.0000 0.0000 0.0000 all free all free Global Yes
219 0.0000 0.0000 7.1250 all free all free Global Yes
232 0.0000 0.0000 14.2500 all free all free Global Yes
245 0.0000 0.0000 21.3750 all free all free Global Yes
258 0.0000 0.0000 28.5000 all free all free Global Yes
271 0.0000 0.0000 35.6250 all free all free Global Yes
284 0.0000 0.0000 42.7500 all free all free Global Yes
297 0.0000 0.0000 49.8750 all free all free Global Yes
310 0.0000 0.0000 57.0000 all free all free Global Yes
324 0.0000 0.0000 64.1250 all free all free Global Yes
337 0.0000 0.0000 71.2500 all free all free Global Yes
235 0.0000 7.1250 14.2500 all free all free Global Yes
248 0.0000 7.1250 21.3750 all free all free Global Yes
261 0.0000 7.1250 28.5000 all free all free Global Yes
274 0.0000 7.1250 35.6250 all free all free Global Yes
287 0.0000 7.1250 42.7500 all free all free Global Yes
300 0.0000 7.1250 49.8750 all free all free Global Yes
313 0.0000 7.1250 57.0000 all free all free Global Yes
327 0.0000 7.1250 64.1250 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 7

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
340 0.0000 7.1250 71.2500 all free all free Global Yes
209 0.0000 7.1250 0.0000 all free all free Global Yes
222 0.0000 7.1250 7.1250 all free all free Global Yes
229 0.0000 14.2500 14.2500 all free all free Global Yes
242 0.0000 14.2500 21.3750 all free all free Global Yes
255 0.0000 14.2500 28.5000 all free all free Global Yes
268 0.0000 14.2500 35.6250 all free all free Global Yes
281 0.0000 14.2500 42.7500 all free all free Global Yes
294 0.0000 14.2500 49.8750 all free all free Global Yes
307 0.0000 14.2500 57.0000 all free all free Global Yes
321 0.0000 14.2500 64.1250 all free all free Global Yes
334 0.0000 14.2500 71.2500 all free all free Global Yes
3 0.0000 14.2500 0.0000 all free all free Global Yes
216 0.0000 14.2500 7.1250 all free all free Global Yes
237 0.0000 21.3750 14.2500 all free all free Global Yes
250 0.0000 21.3750 21.3750 all free all free Global Yes
263 0.0000 21.3750 28.5000 all free all free Global Yes
276 0.0000 21.3750 35.6250 all free all free Global Yes
289 0.0000 21.3750 42.7500 all free all free Global Yes
302 0.0000 21.3750 49.8750 all free all free Global Yes
315 0.0000 21.3750 57.0000 all free all free Global Yes
329 0.0000 21.3750 64.1250 all free all free Global Yes
342 0.0000 21.3750 71.2500 all free all free Global Yes
211 0.0000 21.3750 0.0000 all free all free Global Yes
224 0.0000 21.3750 7.1250 all free all free Global Yes
231 0.0000 28.5000 14.2500 all free all free Global Yes
244 0.0000 28.5000 21.3750 all free all free Global Yes
257 0.0000 28.5000 28.5000 all free all free Global Yes
270 0.0000 28.5000 35.6250 all free all free Global Yes
283 0.0000 28.5000 42.7500 all free all free Global Yes
296 0.0000 28.5000 49.8750 all fixed all fixed Global Yes
309 0.0000 28.5000 57.0000 all free all free Global Yes
323 0.0000 28.5000 64.1250 all free all free Global Yes
336 0.0000 28.5000 71.2500 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 8

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
203 0.0000 28.5000 0.0000 all free all free Global Yes
218 0.0000 28.5000 7.1250 all free all free Global Yes
234 0.0000 35.6250 14.2500 all free all free Global Yes
247 0.0000 35.6250 21.3750 all free all free Global Yes
260 0.0000 35.6250 28.5000 all free all free Global Yes
273 0.0000 35.6250 35.6250 all free all free Global Yes
286 0.0000 35.6250 42.7500 all free all free Global Yes
299 0.0000 35.6250 49.8750 all free all free Global Yes
312 0.0000 35.6250 57.0000 all free all free Global Yes
326 0.0000 35.6250 64.1250 all free all free Global Yes
339 0.0000 35.6250 71.2500 all free all free Global Yes
208 0.0000 35.6250 0.0000 all free all free Global Yes
221 0.0000 35.6250 7.1250 all free all free Global Yes
230 0.0000 41.6608 14.2500 all free all free Global Yes
243 0.0000 41.1162 21.3750 all free all free Global Yes
256 0.0000 40.5717 28.5000 all free all free Global Yes
269 0.0000 40.0271 35.6250 all free all free Global Yes
282 0.0000 39.4825 42.7500 all free all free Global Yes
295 0.0000 38.9379 49.8750 all free all free Global Yes
308 0.0000 38.3933 57.0000 all free all free Global Yes
322 0.0000 37.8487 64.1250 all free all free Global Yes
335 0.0000 37.3041 71.2500 all free all free Global Yes
4 0.0000 42.7500 0.0000 all free all free Global Yes
217 0.0000 42.2054 7.1250 all free all free Global Yes
207 0.0000 51.5000 0.0000 all free all free Global Yes
201 0.0000 55.2500 0.0000 all free all free Global Yes
INPUT : Members
ID I-Joint J-Joint Span Type Section at Start Section at End Material
Prestress
Force (kips)
Length (ft)
Rigid Zone
from Start
(x/L)
Rigid Zone
from End
(x/L)
Orientation
Angle (deg)
Castin
g (day)
Structure /
Construction
Group
1 4 208 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
3 3 209 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
5 2 210 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 9

INPUT : Members
ID I-Joint J-Joint Span Type Section at Start Section at End Material
Prestress
Force (kips)
Length (ft)
Rigid Zone
from Start
(x/L)
Rigid Zone
from End
(x/L)
Orientation
Angle (deg)
Castin
g (day)
Structure /
Construction
Group
6 1 206 – Beam Rectangle (same as start) Fc_3 0.0000 8.75 0.0000 0.0000 90.0000 0 (none)
7 201 207 – Beam Rectangle (same as start) Fc_3 0.0000 3.75 0.0000 0.0000 90.0000 0 (none)
8 203 211 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
9 204 212 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
10 205 213 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
11 206 200 – Beam Rectangle (same as start) Fc_3 0.0000 3.75 0.0000 0.0000 90.0000 0 (none)
12 207 4 – Beam Rectangle (same as start) Fc_3 0.0000 8.75 0.0000 0.0000 90.0000 0 (none)
13 208 203 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
14 209 204 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
15 210 205 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
16 211 3 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
17 212 2 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
18 213 1 – Beam Rectangle (same as start) Fc_3 0.0000 7.125 0.0000 0.0000 90.0000 0 (none)
INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
1 Thin Shell 217 4 208 221 Fc_3 WTLS 119.0000 48.8255 (none)
2 Thin Shell 221 208 203 218 Fc_3 WTLS 119.0000 50.7656 (none)
3 Thin Shell 218 203 211 224 Fc_3 WTLS 119.0000 50.7656 (none)
4 Thin Shell 224 211 3 216 Fc_3 WTLS 119.0000 50.7656 (none)
5 Thin Shell 216 3 209 222 Fc_3 WTLS 48.0000 50.7656 (none)
6 Thin Shell 222 209 204 219 Fc_3 WTLS 48.0000 50.7656 (none)
7 Thin Shell 219 204 212 225 Fc_3 WTLS 48.0000 50.7656 (none)
8 Thin Shell 225 212 2 215 Fc_3 WTLS 48.0000 50.7656 (none)
9 Thin Shell 215 2 210 223 Fc_3 WTLS 119.0000 50.7656 (none)
10 Thin Shell 223 210 205 220 Fc_3 WTLS 119.0000 50.7656 (none)
11 Thin Shell 220 205 213 226 Fc_3 WTLS 119.0000 50.7656 (none)
12 Thin Shell 226 213 1 214 Fc_3 WTLS 119.0000 48.8255 (none)
13 Thin Shell 230 217 221 234 Fc_3 WTLS 114.0000 44.9453 (none)
14 Thin Shell 234 221 218 231 Fc_3 WTLS 114.0000 50.7656 (none)
15 Thin Shell 231 218 224 237 Fc_3 WTLS 114.0000 50.7656 (none)
16 Thin Shell 237 224 216 229 Fc_3 WTLS 114.0000 50.7656 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 10

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
17 Thin Shell 229 216 222 235 Fc_3 WTLS 48.0000 50.7656 (none)
18 Thin Shell 235 222 219 232 Fc_3 WTLS 48.0000 50.7656 (none)
19 Thin Shell 232 219 225 238 Fc_3 WTLS 48.0000 50.7656 (none)
20 Thin Shell 238 225 215 228 Fc_3 WTLS 48.0000 50.7656 (none)
21 Thin Shell 228 215 223 236 Fc_3 WTLS 114.0000 50.7656 (none)
22 Thin Shell 236 223 220 233 Fc_3 WTLS 114.0000 50.7656 (none)
23 Thin Shell 233 220 226 239 Fc_3 WTLS 114.0000 50.7656 (none)
24 Thin Shell 239 226 214 227 Fc_3 WTLS 114.0000 44.9454 (none)
25 Thin Shell 243 230 234 247 Fc_3 WTLS 109.0000 41.0652 (none)
26 Thin Shell 247 234 231 244 Fc_3 WTLS 109.0000 50.7656 (none)
27 Thin Shell 244 231 237 250 Fc_3 WTLS 109.0000 50.7656 (none)
28 Thin Shell 250 237 229 242 Fc_3 WTLS 109.0000 50.7656 (none)
29 Thin Shell 242 229 235 248 Fc_3 WTLS 48.0000 50.7656 (none)
30 Thin Shell 248 235 232 245 Fc_3 WTLS 48.0000 50.7656 (none)
31 Thin Shell 245 232 238 251 Fc_3 WTLS 48.0000 50.7656 (none)
32 Thin Shell 251 238 228 241 Fc_3 WTLS 48.0000 50.7656 (none)
33 Thin Shell 241 228 236 249 Fc_3 WTLS 109.0000 50.7656 (none)
34 Thin Shell 249 236 233 246 Fc_3 WTLS 109.0000 50.7656 (none)
35 Thin Shell 246 233 239 252 Fc_3 WTLS 109.0000 50.7656 (none)
36 Thin Shell 252 239 227 240 Fc_3 WTLS 109.0000 41.0652 (none)
37 Thin Shell 256 243 247 260 Fc_3 WTLS 104.0000 37.185 (none)
38 Thin Shell 260 247 244 257 Fc_3 WTLS 104.0000 50.7656 (none)
39 Thin Shell 257 244 250 263 Fc_3 WTLS 104.0000 50.7656 (none)
40 Thin Shell 263 250 242 255 Fc_3 WTLS 104.0000 50.7656 (none)
41 Thin Shell 255 242 248 261 Fc_3 WTLS 48.0000 50.7656 (none)
42 Thin Shell 261 248 245 258 Fc_3 WTLS 48.0000 50.7656 (none)
43 Thin Shell 258 245 251 264 Fc_3 WTLS 48.0000 50.7656 (none)
44 Thin Shell 264 251 241 254 Fc_3 WTLS 48.0000 50.7656 (none)
45 Thin Shell 254 241 249 262 Fc_3 WTLS 104.0000 50.7656 (none)
46 Thin Shell 262 249 246 259 Fc_3 WTLS 104.0000 50.7656 (none)
47 Thin Shell 259 246 252 265 Fc_3 WTLS 104.0000 50.7656 (none)
48 Thin Shell 265 252 240 253 Fc_3 WTLS 104.0000 37.185 (none)
49 Thin Shell 269 256 260 273 Fc_3 WTLS 99.0000 33.3048 (none)
50 Thin Shell 273 260 257 270 Fc_3 WTLS 99.0000 50.7656 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 11

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
51 Thin Shell 270 257 263 276 Fc_3 WTLS 99.0000 50.7656 (none)
52 Thin Shell 276 263 255 268 Fc_3 WTLS 99.0000 50.7656 (none)
53 Thin Shell 268 255 261 274 Fc_3 WTLS 48.0000 50.7656 (none)
54 Thin Shell 274 261 258 271 Fc_3 WTLS 48.0000 50.7656 (none)
55 Thin Shell 271 258 264 277 Fc_3 WTLS 48.0000 50.7656 (none)
56 Thin Shell 277 264 254 267 Fc_3 WTLS 48.0000 50.7656 (none)
57 Thin Shell 267 254 262 275 Fc_3 WTLS 99.0000 50.7656 (none)
58 Thin Shell 275 262 259 272 Fc_3 WTLS 99.0000 50.7656 (none)
59 Thin Shell 272 259 265 278 Fc_3 WTLS 99.0000 50.7656 (none)
60 Thin Shell 278 265 253 266 Fc_3 WTLS 99.0000 33.3048 (none)
61 Thin Shell 282 269 273 286 Fc_3 WTLS 94.0000 29.4247 (none)
62 Thin Shell 286 273 270 283 Fc_3 WTLS 94.0000 50.7656 (none)
63 Thin Shell 283 270 276 289 Fc_3 WTLS 94.0000 50.7656 (none)
64 Thin Shell 289 276 268 281 Fc_3 WTLS 94.0000 50.7656 (none)
65 Thin Shell 281 268 274 287 Fc_3 WTLS 48.0000 50.7656 (none)
66 Thin Shell 287 274 271 284 Fc_3 WTLS 48.0000 50.7656 (none)
67 Thin Shell 284 271 277 290 Fc_3 WTLS 48.0000 50.7656 (none)
68 Thin Shell 290 277 267 280 Fc_3 WTLS 48.0000 50.7656 (none)
69 Thin Shell 280 267 275 288 Fc_3 WTLS 94.0000 50.7656 (none)
70 Thin Shell 288 275 272 285 Fc_3 WTLS 94.0000 50.7656 (none)
71 Thin Shell 285 272 278 291 Fc_3 WTLS 94.0000 50.7656 (none)
72 Thin Shell 291 278 266 279 Fc_3 WTLS 94.0000 29.4247 (none)
73 Thin Shell 295 282 286 299 Fc_3 WTLS 89.0000 25.5445 (none)
74 Thin Shell 299 286 283 296 Fc_3 WTLS 89.0000 50.7656 (none)
75 Thin Shell 296 283 289 302 Fc_3 WTLS 89.0000 50.7656 (none)
76 Thin Shell 302 289 281 294 Fc_3 WTLS 89.0000 50.7656 (none)
77 Thin Shell 294 281 287 300 Fc_3 WTLS 48.0000 50.7656 (none)
78 Thin Shell 300 287 284 297 Fc_3 WTLS 48.0000 50.7656 (none)
79 Thin Shell 297 284 290 303 Fc_3 WTLS 48.0000 50.7656 (none)
80 Thin Shell 303 290 280 293 Fc_3 WTLS 48.0000 50.7656 (none)
81 Thin Shell 293 280 288 301 Fc_3 WTLS 89.0000 50.7656 (none)
82 Thin Shell 301 288 285 298 Fc_3 WTLS 89.0000 50.7656 (none)
83 Thin Shell 298 285 291 304 Fc_3 WTLS 89.0000 50.7656 (none)
84 Thin Shell 304 291 279 292 Fc_3 WTLS 89.0000 25.5445 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 12

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
85 Thin Shell 308 295 299 312 Fc_3 WTLS 84.0000 21.6643 (none)
86 Thin Shell 312 299 296 309 Fc_3 WTLS 84.0000 50.7656 (none)
87 Thin Shell 309 296 302 315 Fc_3 WTLS 84.0000 50.7656 (none)
88 Thin Shell 315 302 294 307 Fc_3 WTLS 84.0000 50.7656 (none)
89 Thin Shell 307 294 300 313 Fc_3 WTLS 48.0000 50.7656 (none)
90 Thin Shell 313 300 297 310 Fc_3 WTLS 48.0000 50.7656 (none)
91 Thin Shell 310 297 303 316 Fc_3 WTLS 48.0000 50.7656 (none)
92 Thin Shell 316 303 293 306 Fc_3 WTLS 48.0000 50.7656 (none)
93 Thin Shell 306 293 301 314 Fc_3 WTLS 84.0000 50.7656 (none)
94 Thin Shell 314 301 298 311 Fc_3 WTLS 84.0000 50.7656 (none)
95 Thin Shell 311 298 304 317 Fc_3 WTLS 84.0000 50.7656 (none)
96 Thin Shell 317 304 292 305 Fc_3 WTLS 84.0000 21.6643 (none)
97 Thin Shell 322 308 312 326 Fc_3 WTLS 79.0000 17.7841 (none)
98 Thin Shell 326 312 309 323 Fc_3 WTLS 79.0000 50.7656 (none)
99 Thin Shell 323 309 315 329 Fc_3 WTLS 79.0000 50.7656 (none)
100 Thin Shell 329 315 307 321 Fc_3 WTLS 79.0000 50.7656 (none)
101 Thin Shell 321 307 313 327 Fc_3 WTLS 48.0000 50.7656 (none)
102 Thin Shell 327 313 310 324 Fc_3 WTLS 48.0000 50.7656 (none)
103 Thin Shell 324 310 316 330 Fc_3 WTLS 48.0000 50.7656 (none)
104 Thin Shell 330 316 306 320 Fc_3 WTLS 48.0000 50.7656 (none)
105 Thin Shell 320 306 314 328 Fc_3 WTLS 79.0000 50.7656 (none)
106 Thin Shell 328 314 311 325 Fc_3 WTLS 79.0000 50.7656 (none)
107 Thin Shell 325 311 317 331 Fc_3 WTLS 79.0000 50.7656 (none)
108 Thin Shell 331 317 305 319 Fc_3 WTLS 79.0000 17.7841 (none)
109 Thin Shell 335 322 326 339 Fc_3 WTLS 74.0000 13.904 (none)
110 Thin Shell 339 326 323 336 Fc_3 WTLS 74.0000 50.7656 (none)
111 Thin Shell 336 323 329 342 Fc_3 WTLS 74.0000 50.7656 (none)
112 Thin Shell 342 329 321 334 Fc_3 WTLS 74.0000 50.7656 (none)
113 Thin Shell 334 321 327 340 Fc_3 WTLS 48.0000 50.7656 (none)
114 Thin Shell 340 327 324 337 Fc_3 WTLS 48.0000 50.7656 (none)
115 Thin Shell 337 324 330 343 Fc_3 WTLS 48.0000 50.7656 (none)
116 Thin Shell 343 330 320 333 Fc_3 WTLS 48.0000 50.7656 (none)
117 Thin Shell 333 320 328 341 Fc_3 WTLS 74.0000 50.7656 (none)
118 Thin Shell 341 328 325 338 Fc_3 WTLS 74.0000 50.7656 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 13

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
119 Thin Shell 338 325 331 344 Fc_3 WTLS 74.0000 50.7656 (none)
120 Thin Shell 344 331 319 332 Fc_3 WTLS 74.0000 13.904 (none)
Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
1 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
5 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
6 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
7 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
8 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
9 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
10 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
11 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
12 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
13 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
14 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
15 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
16 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
17 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
18 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
19 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
20 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
21 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
22 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
23 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
24 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
25 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
26 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
27 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 14

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
28 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
29 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
30 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
31 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
32 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
33 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
34 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
35 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
36 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
37 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
38 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
39 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
40 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
41 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
42 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
43 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
44 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
45 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
46 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
47 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
48 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
49 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
50 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
51 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
52 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
53 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
54 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
55 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
56 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
57 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
58 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
59 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
60 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
61 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 15

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
62 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
63 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
64 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
65 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
66 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
67 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
68 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
69 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
70 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
71 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
72 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
73 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
74 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
75 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
76 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
77 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
78 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
79 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
80 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
81 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
82 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
83 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
84 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
85 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
86 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
87 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
88 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
89 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
90 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
91 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
92 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
93 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
94 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
95 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 16

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
96 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
97 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
98 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
99 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
100 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
101 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
102 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
103 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
104 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
105 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
106 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
107 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
108 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
109 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
110 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
111 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
112 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
113 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
114 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
115 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
116 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
117 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
118 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
119 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
120 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
121 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
122 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
123 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
124 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
125 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
126 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
127 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
128 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
129 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 17

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
130 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
131 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
132 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
133 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
134 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
135 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
136 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
137 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
138 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
139 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
140 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
141 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
142 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
143 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
144 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
145 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
146 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
147 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
148 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
149 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
150 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
151 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
152 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
153 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
154 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
155 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
156 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
157 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
158 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
159 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
160 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
161 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
162 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
163 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 18

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
164 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
165 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
166 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
167 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
168 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
169 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
170 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
171 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
172 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
173 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
174 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
175 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
176 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
177 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
178 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
179 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
180 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
181 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
182 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
183 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
184 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
185 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
186 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
187 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
188 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
189 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
190 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
191 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
192 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
193 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
194 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
195 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
196 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
197 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 19

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
198 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
199 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
200 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
201 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
202 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
203 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
204 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
205 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
206 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
207 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
208 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
209 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
210 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
211 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
212 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
213 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
214 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
215 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
216 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
217 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
218 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
219 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
220 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
221 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
222 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
223 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
224 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
225 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
LOAD CASE SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -221.0700 3.6700 7,472.5800 402.4400 -4,580.6800 1.9600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 20

LOAD CASE SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -221.1300 1.9800 8,047.6400 362.8500 -4,577.6200 1.6700
3 -218.5900 -3.0300 7,441.3800 237.1900 -4,604.7000 0.6500
4 -218.7600 -6.3700 7,823.8900 179.1300 -4,597.4200 0.3700
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,842.7000 -604.5600 6,710.5400 -15,883.6300 -7,470.5200 1,114.4100
2 -1,864.2200 -645.5100 8,953.9700 -16,555.5100 -7,130.9500 1,106.8300
3 -1,963.2900 -729.7600 9,629.4900 -18,088.8700 -3,559.8600 1,069.1600
4 -1,985.0400 -811.9600 11,306.4900 -19,338.1200 -2,976.9200 1,060.0400
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,845.6900 -593.3700 3,769.7200 -15,629.7400 -6,572.0800 1,165.0200
2 -1,863.2600 -646.6900 5,731.8000 -16,710.5000 -6,749.3200 1,157.4500
3 -1,957.4100 -734.2000 6,711.2100 -18,366.2100 -3,487.6200 1,119.2800
4 -1,983.5600 -818.9000 8,291.2900 -19,689.1900 -2,917.8500 1,110.1700
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,547.2300 -607.2600 6,682.5800 -16,074.9300 1,867.3900 1,666.8800
2 1,495.2000 -644.6400 9,012.3400 -16,505.8500 3,831.8500 1,674.1700
3 1,495.9800 -729.6900 9,590.8400 -17,966.9400 3,480.2100 1,676.8200
4 1,443.1900 -811.5500 11,314.6000 -19,110.5600 5,102.3700 1,682.2300
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,546.7700 -605.1900 3,729.3200 -16,196.1900 1,248.9300 1,667.5000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 21

LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 1,495.6700 -647.7600 5,794.7500 -16,881.7100 3,627.3300 1,674.7800
3 1,494.7000 -729.7000 6,681.5000 -18,231.6500 3,468.5800 1,677.4200
4 1,443.3700 -812.4300 8,298.1600 -19,414.7200 5,362.6000 1,682.8300
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -569.7000 -1,762.1300 914.9300 -47,205.1400 -10,284.4400 3,901.1100
2 -711.7300 -1,988.5600 6,545.7400 -54,693.6500 -8,876.8400 3,900.4500
3 -874.4000 -2,253.7700 10,366.8100 -59,386.3200 -4,638.0300 3,835.4100
4 -1,001.5500 -2,583.6300 14,810.6900 -65,921.4300 -1,570.1300 3,830.3500
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -566.8700 -1,750.3300 -90.7500 -46,448.7700 -9,947.0900 3,847.1200
2 -709.9400 -1,985.6000 5,458.2400 -54,128.5000 -9,007.0100 3,846.4600
3 -876.3800 -2,256.1000 9,349.8300 -59,023.1600 -4,666.3500 3,782.5700
4 -1,004.2300 -2,591.8000 13,749.1300 -65,792.8500 -1,580.1700 3,777.5000
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 566.5100 -1,763.2600 849.9600 -47,265.2300 -5,332.3800 3,282.1200
2 402.4600 -1,991.3400 6,633.6000 -54,981.5400 -2,100.0800 3,285.6600
3 240.4400 -2,257.7800 10,356.7400 -59,672.9900 950.8600 3,246.3800
4 58.5800 -2,578.2100 14,797.8000 -65,740.0000 4,813.7700 3,245.3000
LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 561.2000 -1,752.6300 -192.3900 -46,490.2800 -5,080.8600 3,340.2100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 22

LOAD CASE SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 404.6000 -1,986.4800 5,595.8700 -54,318.3700 -2,150.3200 3,343.7400
3 241.3100 -2,259.4500 9,350.8100 -59,285.7100 881.9600 3,303.3000
4 60.9900 -2,587.6300 13,712.1400 -65,648.6800 4,685.9900 3,302.2100
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,471.4300 -538.3500 7,075.4800 -14,254.0100 -9,072.2400 791.4600
2 -1,485.8500 -574.5100 8,958.8900 -14,805.8000 -8,854.3500 785.2600
3 -1,562.8300 -651.8900 9,219.5000 -16,220.8200 -5,878.1900 756.1700
4 -1,579.9800 -725.4500 10,594.9200 -17,329.8100 -5,287.9800 748.8300
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,472.4000 -534.7700 4,482.1000 -14,230.1500 -8,561.9400 817.3600
2 -1,486.5700 -576.3600 6,153.3000 -15,042.2200 -8,565.4500 811.1800
3 -1,560.0500 -652.6400 6,677.0800 -16,440.0600 -5,774.5000 781.8500
4 -1,578.9800 -727.8200 7,943.7400 -17,612.8300 -5,385.7900 774.5200
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,135.4100 -540.7000 7,044.3900 -14,388.4500 2,632.1500 1,024.4000
2 1,095.4400 -574.2200 9,009.9100 -14,815.7000 3,614.3700 1,029.8500
3 1,080.4200 -651.7300 9,201.7000 -16,158.8000 3,450.4200 1,035.1600
4 1,037.9100 -724.5000 10,592.5300 -17,214.3200 4,380.2400 1,039.2400
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,136.2300 -540.9100 4,451.1100 -14,583.7900 2,454.8000 1,022.2100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 23

LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 1,095.5700 -576.6200 6,202.8400 -15,114.2500 3,722.3900 1,027.6700
3 1,080.5800 -651.1900 6,654.3200 -16,344.4900 3,577.1500 1,033.0000
4 1,038.4900 -724.4100 7,947.7500 -17,423.4800 4,671.3000 1,037.0800
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -520.5500 -1,553.7200 2,749.7300 -41,560.2500 -9,404.9600 2,668.7500
2 -623.2800 -1,733.9900 7,076.2400 -47,000.1000 -7,755.6800 2,667.7400
3 -738.6700 -1,970.8600 9,596.4400 -50,886.1200 -4,832.6500 2,626.8500
4 -839.8500 -2,262.8300 12,928.1800 -56,382.7900 -2,440.5700 2,622.4500
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -523.5000 -1,547.3200 1,900.7200 -40,924.5800 -9,055.1600 2,687.3200
2 -621.3700 -1,731.2000 6,114.3400 -46,530.5900 -7,790.7700 2,686.3100
3 -738.8000 -1,971.2600 8,719.9800 -50,529.1600 -4,848.9800 2,645.1100
4 -839.5900 -2,268.3700 12,019.4400 -56,229.2000 -2,549.9100 2,640.7100
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 382.3600 -1,551.6300 2,766.2500 -41,587.2900 -4,693.7100 2,358.4400
2 264.0900 -1,740.7100 7,046.1900 -47,512.7900 -2,296.4200 2,361.0300
3 150.9200 -1,973.2600 9,583.1500 -51,096.9100 -110.6200 2,336.3900
4 25.1500 -2,258.2500 12,955.7900 -56,216.5500 2,630.0800 2,335.4900
LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 382.8800 -1,544.6800 1,901.2000 -40,904.3100 -4,723.6200 2,360.0200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 24

LOAD CASE SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 263.6400 -1,736.0500 6,109.0500 -46,944.6200 -2,277.5500 2,362.6100
3 150.4200 -1,974.6500 8,705.1700 -50,806.7100 -90.9500 2,337.9500
4 26.3800 -2,264.7400 12,039.3000 -56,105.4000 2,593.7300 2,337.0600
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -2,759.7900 -946.5200 6,664.1800 -14,817.5500 -18,703.9700 1,818.1700
2 -2,811.5300 -1,046.7600 8,936.2600 -16,396.0200 -18,947.0100 1,807.5900
3 -2,780.7100 -1,201.5600 9,550.4500 -18,851.1700 -17,809.7500 1,802.1200
4 -2,847.5000 -1,397.9600 11,286.8400 -21,100.1300 -16,855.1900 1,789.5800
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -2,762.8900 -943.4800 3,796.0000 -14,478.7000 -17,392.3600 1,911.1200
2 -2,815.2400 -1,044.3800 5,828.5000 -15,902.2100 -17,955.0900 1,900.6100
3 -2,778.7400 -1,200.6700 6,687.1400 -18,330.1100 -17,345.5500 1,896.4900
4 -2,840.9100 -1,402.5400 8,309.4300 -20,653.2500 -16,864.6600 1,884.0200
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 2,394.9700 -967.1200 6,593.5600 -16,538.0000 7,499.0600 633.6100
2 2,345.8900 -1,050.2800 8,969.1200 -17,374.4200 8,856.4000 644.3900
3 2,244.4900 -1,199.8100 9,556.4400 -19,584.0700 9,417.3900 690.4000
4 2,193.1200 -1,380.1600 11,317.4000 -21,229.7500 10,326.3900 699.7700
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 2,398.2800 -960.3600 3,719.7700 -16,143.7400 6,529.0900 602.1300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 25

LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 2,343.2800 -1,052.0200 5,838.3100 -17,372.8400 8,534.7300 612.9300
3 2,243.2700 -1,199.4200 6,703.0800 -19,519.2200 9,357.2000 658.4000
4 2,192.0300 -1,385.6600 8,358.0100 -21,365.3800 10,641.2100 667.8000
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -853.4200 -2,837.4600 998.2700 -47,488.5700 -12,869.0000 2,610.3500
2 -1,004.5800 -3,198.6900 6,526.3300 -55,328.1300 -13,513.6500 2,608.0800
3 -1,171.1800 -3,663.9200 10,359.1400 -63,002.5500 -10,859.5100 2,633.2200
4 -1,367.0700 -4,261.6400 14,791.1000 -70,347.4500 -8,013.1700 2,626.6400
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -846.9200 -2,823.2600 -36.1200 -46,708.1800 -12,571.1700 2,595.6000
2 -1,013.7200 -3,196.0300 5,422.2000 -54,706.4400 -13,068.0900 2,593.3600
3 -1,169.4900 -3,667.6800 9,299.7600 -62,566.5900 -11,005.5500 2,618.4300
4 -1,365.9200 -4,271.9500 13,702.1900 -70,100.6400 -8,146.9500 2,611.8500
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 876.9600 -2,837.3300 905.3900 -47,712.9500 -3,751.0200 1,837.7800
2 689.3000 -3,205.4800 6,611.9400 -56,194.7900 -1,318.0700 1,842.3300
3 483.0600 -3,668.1700 10,381.5800 -63,683.9800 971.9700 1,882.6000
4 280.2300 -4,256.0700 14,775.3100 -70,624.5300 3,683.5100 1,882.8300
LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 873.9300 -2,822.3200 -143.2600 -46,805.0500 -3,651.5100 1,865.1000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 26

LOAD CASE SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 691.2300 -3,200.3700 5,520.2200 -55,426.2700 -1,360.0100 1,869.6400
3 482.8700 -3,671.5200 9,343.1400 -63,237.2300 959.0200 1,910.2200
4 281.5000 -4,269.4200 13,667.3100 -70,501.8400 3,587.3300 1,910.4500
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -2,107.6100 -866.6500 6,952.3700 -14,227.3600 -16,371.0200 921.8600
2 -2,154.1800 -950.9100 8,901.1000 -15,376.4700 -16,356.8000 913.2000
3 -2,152.4200 -1,090.1100 9,170.0900 -17,548.4900 -15,262.5700 900.8800
4 -2,208.0800 -1,260.6400 10,605.1700 -19,286.8400 -14,416.9000 890.7800
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -2,112.6900 -861.5000 4,477.1900 -13,750.2200 -15,331.9000 996.8600
2 -2,154.2100 -951.1700 6,206.1400 -15,113.2400 -15,795.9800 988.2400
3 -2,150.1100 -1,088.5500 6,705.1100 -17,220.3200 -15,064.6600 977.4000
4 -2,204.1500 -1,266.1500 8,038.6200 -19,201.1000 -14,622.6600 967.3300
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,707.6200 -881.0900 6,897.1500 -15,321.4200 3,615.3400 434.1900
2 1,670.4500 -952.3400 8,942.1800 -15,905.3800 3,998.6800 441.9800
3 1,602.0400 -1,087.7000 9,172.5500 -17,922.0800 4,219.9700 474.9200
4 1,560.3500 -1,249.6600 10,616.1800 -19,351.4600 4,698.1100 481.7100
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,708.6900 -880.6000 4,398.2200 -15,538.9100 3,423.9500 432.4400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 27

LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 1,669.5500 -954.9300 6,236.5200 -16,263.1400 4,128.4500 440.2400
3 1,602.0000 -1,087.3600 6,717.5700 -18,185.6200 4,349.1700 473.1500
4 1,560.8400 -1,249.3700 8,073.8300 -19,638.6600 4,902.5000 479.9400
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -716.3500 -2,626.0900 2,558.5600 -44,120.9700 -11,394.3300 1,885.4600
2 -818.8300 -2,936.5100 6,978.9200 -50,363.1200 -11,563.1800 1,883.3300
3 -937.6200 -3,348.2000 9,695.3000 -56,646.5000 -9,469.6300 1,904.1700
4 -1,078.6700 -3,900.4700 13,163.8800 -63,158.6500 -7,456.8700 1,898.7900
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -718.2100 -2,617.6500 1,682.3600 -43,383.4600 -11,037.3700 1,893.8300
2 -816.6700 -2,933.4700 5,979.5800 -49,788.1800 -11,574.1900 1,891.7000
3 -936.7200 -3,350.2000 8,781.3300 -56,254.3900 -9,495.7100 1,912.6300
4 -1,079.4900 -3,907.3200 12,220.0100 -62,897.1600 -7,486.0300 1,907.2500
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 585.3000 -2,625.2000 2,520.3200 -44,552.6000 -4,654.7700 1,341.4900
2 444.3100 -2,943.2500 6,991.8600 -51,200.6100 -2,885.0800 1,344.6600
3 300.9500 -3,351.2900 9,704.5300 -57,230.3000 -1,260.6100 1,375.3100
4 162.0500 -3,895.5100 13,179.3100 -63,409.0500 523.4300 1,375.2900
LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 584.9900 -2,616.8300 1,628.1500 -43,723.7100 -4,647.4000 1,343.1300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 28

LOAD CASE SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 444.9400 -2,938.3800 6,015.7800 -50,541.9200 -2,909.3300 1,346.3000
3 300.1500 -3,352.7700 8,795.5000 -56,817.2500 -1,243.9500 1,376.9800
4 162.2600 -3,904.5400 12,223.2500 -63,215.6500 511.5000 1,376.9600
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -585.7100 -20.5500 9,678.9400 -134.1200 -2,931.5100 5.3000
2 -586.6300 -23.8900 10,475.8600 -213.4700 -2,776.9600 4.7600
3 -594.4100 -32.3000 9,741.6800 -420.5200 -2,667.0700 2.8000
4 -594.9000 -38.7400 10,286.6300 -546.7000 -2,566.2100 2.2500
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 82.3000 1.8000 6,996.5400 283.3900 -1,227.7300 1.5300
2 82.1100 0.6100 7,537.1800 246.7200 -1,224.9700 1.6000
3 82.7300 -3.0100 6,950.8100 132.4800 -1,239.8400 1.8700
4 82.4300 -5.1500 7,310.0900 80.6000 -1,233.6900 1.9400
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -279.5800 -586.1300 7,662.5200 -13,217.5700 -2,534.9500 -46.1700
2 -275.8200 -627.1000 9,878.0600 -13,735.4300 -2,483.4400 -46.4300
3 -273.8100 -716.8900 10,429.6700 -15,130.5300 -2,420.3600 -47.1200
4 -269.9300 -799.6200 12,156.4800 -16,224.3200 -2,274.4800 -47.3600
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -171.3000 750.8800 8,940.5900 15,918.0200 -2,042.7100 41.2400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 29

LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -176.0100 663.8900 8,089.1800 14,653.3300 -1,965.9300 41.0900
3 -182.7400 617.4200 6,203.3200 13,919.0600 -1,823.0500 40.3300
4 -188.1100 576.0500 5,328.4800 13,239.4900 -1,720.7100 40.1500
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.6100 2,295.6700 84.8200 2.1500 0.0400
2 -0.2300 0.5300 2,461.2000 83.9700 2.2400 0.0400
3 -0.2400 0.3600 2,212.9700 81.0600 2.4000 0.0300
4 -0.2500 0.1700 2,357.2200 78.8000 2.4900 0.0300
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -268.2500 2.7900 9,899.9400 410.1800 -1,925.1100 2.9900
2 -268.7100 1.0600 10,665.8300 355.2000 -1,865.6900 2.7400
3 -271.6500 -4.0500 9,854.2100 195.9400 -1,812.7500 1.8400
4 -271.9100 -7.1000 10,365.0700 120.8900 -1,778.2900 1.5900
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -328.1300 726.5700 9,640.9400 15,142.7300 859.3400 -669.0900
2 -238.2000 643.1000 8,324.3800 13,956.3200 -1,042.8900 -669.4300
3 -149.1300 597.9700 5,989.9000 13,245.0900 -2,903.8500 -665.4100
4 -57.6500 558.0500 4,692.8800 12,591.1500 -4,830.1200 -665.3600
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -144.4600 -569.0400 7,012.6600 -12,568.8400 -5,770.5100 699.5500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 30

LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -241.4500 -608.5200 9,724.8300 -13,072.3300 -3,586.8200 699.5400
3 -337.8800 -694.7500 10,721.3800 -14,393.9500 -1,424.7300 693.8700
4 -426.9800 -771.2000 12,839.3300 -15,364.5700 744.6300 693.4500
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -569.6800 3.1700 9,790.8900 407.5400 -3,165.9800 7.4100
2 -570.8700 1.5100 10,528.6100 352.2900 -3,013.1900 6.8900
3 -578.3600 -3.3800 9,736.0900 201.4500 -2,919.4200 4.9700
4 -579.1100 -6.2600 10,229.2100 129.3700 -2,821.4500 4.4400
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.6100 2,295.6700 84.8200 2.1500 0.0400
2 -0.2300 0.5300 2,461.2000 83.9700 2.2400 0.0400
3 -0.2400 0.3600 2,212.9700 81.0600 2.4000 0.0300
4 -0.2500 0.1700 2,357.2200 78.8000 2.4900 0.0300
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -359.8800 686.3900 9,322.7400 14,376.9900 1,611.5100 -831.8300
2 -246.0600 607.3000 8,225.7200 13,233.5500 -783.0200 -832.2200
3 -132.7400 564.1600 6,101.1700 12,541.1400 -3,145.8000 -826.3900
4 -16.7200 526.6100 5,004.9600 11,924.4100 -5,582.0100 -826.3000
LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -142.4600 -539.7100 7,256.7300 -11,898.7300 -6,405.5900 853.8500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 31

LOAD CASE SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -261.6400 -577.2000 9,768.2500 -12,384.0200 -3,740.3400 853.8600
3 -379.4200 -659.2400 10,589.8400 -13,664.1600 -1,129.7900 846.4500
4 -488.1700 -732.2300 12,549.8500 -14,601.2000 1,459.0000 845.9800
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -646.2200 -19.2000 9,682.0400 133.8700 -10,024.9700 17.9600
2 -651.7700 -23.5100 10,458.3500 51.7200 -9,780.9400 17.1600
3 -646.4600 -33.3200 9,742.0100 -140.6800 -10,008.7000 14.0800
4 -651.0400 -42.1300 10,268.0500 -266.3100 -9,827.6000 13.2600
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 94.2800 2.7200 6,991.1200 359.0900 -256.5300 -0.5600
2 94.3700 1.0600 7,521.7100 320.6000 -258.6900 -0.4400
3 93.9600 -3.7800 6,948.8300 199.9600 -257.4800 -0.0200
4 93.9100 -7.0300 7,298.0400 143.8200 -257.1200 0.1000
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -300.8900 -582.8400 7,788.3200 -8,777.2300 -5,966.4800 -38.3800
2 -297.4700 -633.2400 9,895.4600 -9,285.7000 -5,853.7900 -38.7700
3 -288.2000 -725.4700 10,382.3900 -10,415.9200 -5,901.5600 -39.6800
4 -287.3000 -836.5500 12,028.5700 -11,482.4600 -5,639.0800 -40.0400
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -183.3100 794.3600 8,820.2300 11,712.7600 -4,226.8200 33.5700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 32

LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -188.7900 684.7100 8,042.3500 10,537.4200 -4,170.2700 33.3400
3 -192.4900 610.8400 6,243.0500 9,730.5100 -4,122.8300 32.1200
4 -199.2000 562.6000 5,430.2700 9,165.0800 -4,027.1900 31.8500
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -289.6100 4.1300 9,896.3300 516.7800 -5,210.6600 6.3100
2 -292.4900 1.6200 10,643.8300 455.0700 -5,082.4800 5.9500
3 -288.0700 -5.0700 9,857.0200 292.4900 -5,222.9600 4.5600
4 -290.2100 -9.7500 10,351.3600 210.2600 -5,137.0500 4.1900
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -367.1000 770.6900 9,522.3200 11,043.1300 -2,041.6500 -496.4000
2 -260.6200 663.7700 8,277.6700 9,905.9100 -3,634.3700 -496.9100
3 -151.8800 591.1200 6,029.3100 9,110.2800 -5,245.6100 -492.3900
4 -46.2300 544.4200 4,792.7800 8,572.3900 -6,811.3500 -492.3400
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -141.6700 -564.4600 7,139.7100 -8,169.1900 -8,810.0900 507.9400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 33

LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -254.4100 -613.8200 9,738.1200 -8,669.8400 -6,973.9800 507.8900
3 -360.2800 -703.1800 10,668.2000 -9,757.1000 -5,294.5800 501.2400
4 -473.1800 -810.3500 12,717.1900 -10,763.2000 -3,302.6700 500.6200
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -643.6900 4.3500 9,757.2200 501.2600 -10,076.7200 20.6500
2 -649.4700 1.9500 10,475.2900 437.8000 -9,839.6000 19.8500
3 -644.3100 -4.4300 9,705.8400 287.0700 -10,075.4400 16.7600
4 -649.1100 -8.8200 10,181.3600 208.2300 -9,901.0500 15.9400
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 91.2000 -20.6600 6,903.2700 -13.2700 -144.0200 3.4600
2 90.4900 -24.2900 7,485.8500 -73.2600 -134.4400 3.5800
3 89.2700 -32.4200 6,963.2800 -232.2100 -121.1200 3.9400
4 88.4400 -40.0300 7,358.2300 -334.3100 -109.3400 4.0500
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -497.9100 723.6000 12,020.1600 10,409.9400 -2,835.6300 -609.9500
2 -365.6200 625.1000 11,190.1600 9,390.5600 -4,889.3100 -610.6000
3 -224.4300 560.0300 8,933.1200 8,759.3700 -7,211.8300 -605.1200
4 -91.3900 516.0900 8,017.3500 8,259.8400 -9,216.7800 -605.1000
LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -44.3500 -533.4600 4,557.3400 -7,897.1100 -7,751.7800 626.4100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 34

LOAD CASE SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -180.0800 -581.9400 6,763.9700 -8,452.5000 -5,741.2700 626.4900
3 -313.0300 -666.6700 7,746.1300 -9,514.5700 -3,755.2800 618.7800
4 -449.3900 -772.6000 9,530.1900 -10,624.1700 -1,700.3600 618.1800
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -427.6600 48.8200 8,159.4600 1,679.6800 3,865.1600 21.4600
2 -428.4600 43.7200 8,622.8500 1,560.2800 3,920.9700 21.2300
3 -463.4700 40.0100 7,753.7100 1,396.3600 4,437.7200 20.0000
4 -464.3500 37.2700 8,031.0700 1,320.3600 4,483.0100 19.7400
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 30.9400 -65.2200 7,515.7400 -1,937.2800 -2,161.4200 -42.7100
2 34.6500 -70.2000 8,462.3100 -2,053.4300 -2,271.8900 -42.6900
3 37.2100 -83.5200 8,033.3900 -2,315.0000 -2,340.5200 -41.9600
4 40.9300 -93.3600 8,728.1100 -2,540.0100 -2,448.3700 -41.9300
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -220.9200 -80.9600 7,238.2200 -2,436.5200 1,383.6500 -145.6700
2 -207.8800 -86.8700 8,309.1900 -2,570.0100 1,011.5900 -145.8000
3 -211.4600 -102.6000 8,009.5000 -2,865.3300 886.5700 -143.7900
4 -198.1100 -114.4400 8,813.5800 -3,132.8300 507.9300 -143.8900
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -86.7300 65.2600 8,307.7100 2,138.6200 -959.3700 124.9100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 35

LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -97.2500 58.3900 8,623.3800 1,983.9000 -634.7800 124.8800
3 -118.1600 54.2200 7,623.0400 1,799.4700 -147.8300 122.6100
4 -129.0600 50.7000 7,772.9900 1,708.3700 178.0800 122.5300
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.7100 2,547.6100 84.3700 3.3900 0.0200
2 -0.2200 0.6600 2,743.0900 83.4100 3.4400 0.0200
3 -0.2300 0.4100 2,451.7700 78.3800 3.6400 0.0200
4 -0.2300 0.3000 2,620.7600 76.1300 3.6900 0.0200
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -150.4100 13.6200 8,195.2300 646.3100 366.5800 -10.3300
2 -149.2300 12.1500 8,834.4800 596.6200 342.5100 -10.4200
3 -160.9600 9.4100 8,087.0500 475.0000 512.1400 -10.5700
4 -159.8100 8.3600 8,510.7900 432.3800 485.5400 -10.6600
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -114.6900 61.5800 8,578.3400 1,971.3400 -626.8000 93.4000
2 -122.5600 54.8600 8,739.8500 1,817.7000 -384.6900 93.3500
3 -142.5400 50.8500 7,588.5000 1,638.4800 44.5600 91.5800
4 -150.7000 47.5200 7,603.1200 1,552.6200 286.9000 91.4900
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -231.7300 -76.2800 7,100.5200 -2,224.0900 1,213.9400 -79.5700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 36

LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -224.2400 -81.9200 8,334.9700 -2,351.2500 1,016.2300 -79.7100
3 -235.0700 -97.2900 8,173.9200 -2,644.1500 1,089.6700 -78.8900
4 -227.4600 -108.8000 9,116.8300 -2,906.9100 886.0500 -79.0200
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -259.3300 30.1800 7,636.2500 1,121.0400 474.8100 31.8100
2 -261.4900 27.0500 8,163.1400 1,041.5600 558.8500 31.6600
3 -286.7100 24.0500 7,410.6800 909.3600 988.7200 30.6200
4 -289.0200 22.2500 7,751.7200 853.7000 1,069.2500 30.4600
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.7100 2,547.6100 84.3700 3.3900 0.0200
2 -0.2200 0.6600 2,743.0900 83.4100 3.4400 0.0200
3 -0.2300 0.4100 2,451.7700 78.3800 3.6400 0.0200
4 -0.2300 0.3000 2,620.7600 76.1300 3.6900 0.0200
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -166.1000 -58.8700 7,465.6600 -1,720.5900 1,153.7300 -376.0900
2 -133.1000 -63.4600 8,408.1400 -1,828.6900 166.0500 -376.2100
3 -110.8800 -75.8300 7,983.2000 -2,076.4600 -649.1500 -369.2300
4 -77.0300 -84.9100 8,675.4800 -2,285.4800 -1,643.9100 -369.2400
LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -227.9600 35.7900 8,051.0000 1,292.7800 263.8100 351.6300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 37

LOAD CASE SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -257.0800 32.0400 8,569.0900 1,199.7600 1,178.5800 351.5400
3 -308.1400 28.7300 7,752.8400 1,053.6800 2,406.5600 344.3600
4 -337.5000 26.6300 8,077.8700 990.7100 3,309.5700 344.1500
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -587.8800 17.0500 8,049.8800 584.2800 -8,665.1300 48.7400
2 -596.9400 16.2900 8,544.9200 550.4200 -8,451.4100 48.0200
3 -597.6500 13.0400 7,820.6600 442.5700 -8,514.2100 44.8600
4 -606.0900 12.2000 8,126.4500 408.2900 -8,337.4300 44.1000
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 44.4500 -41.9000 7,642.6400 -242.2000 -1,787.2400 -16.3300
2 47.7600 -47.6300 8,455.5900 -326.1800 -1,836.0900 -16.2800
3 51.2700 -59.7400 8,005.9500 -540.0600 -1,890.6500 -15.9000
4 54.3500 -72.2800 8,585.0300 -697.9600 -1,934.9700 -15.8300
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -298.3900 -82.3600 7,286.0000 -829.4100 -4,842.8100 -75.3600
2 -282.8700 -91.4900 8,286.4100 -948.3900 -5,064.6600 -75.7500
3 -264.2900 -109.4100 8,022.9700 -1,227.9500 -5,322.6100 -76.1600
4 -249.0400 -129.8000 8,766.3800 -1,468.8000 -5,533.9200 -76.4500
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -119.1700 73.4400 8,287.4600 1,326.6800 -4,293.5200 88.5400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 38

LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -136.6300 62.7200 8,580.8100 1,176.5600 -4,036.6500 88.4100
3 -152.1400 52.6400 7,657.6100 986.9000 -3,803.1500 86.8100
4 -169.7200 47.6500 7,784.4500 904.1700 -3,540.9800 86.5800
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7900 2,549.7700 114.3900 1.2900 0.0300
2 -0.2400 0.6600 2,729.3100 114.0700 1.3800 0.0300
3 -0.2400 0.4400 2,457.1400 113.2500 1.4600 0.0300
4 -0.2500 0.0600 2,614.2300 111.3400 1.5400 0.0300
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -203.9500 13.3000 8,187.6300 586.2600 -4,268.0700 4.6000
2 -204.5500 12.1700 8,791.2200 549.7100 -4,257.0700 4.3400
3 -202.7600 7.8100 8,114.3500 422.1900 -4,274.4500 3.3600
4 -203.4500 5.8000 8,505.5400 374.8100 -4,259.5700 3.0900
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -154.2600 70.0300 8,546.7200 1,178.3400 -4,820.0900 74.8700
2 -168.9600 59.2800 8,692.1600 1,027.3100 -4,604.8300 74.7000
3 -181.3600 49.2300 7,623.7700 838.6200 -4,417.0200 73.1000
4 -196.1900 44.4400 7,619.3800 761.2600 -4,196.0000 72.8400
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -313.6300 -77.5800 7,153.1800 -655.1900 -5,580.6300 -31.8700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 39

LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -306.8100 -86.3900 8,309.6100 -768.0800 -5,667.3900 -32.2800
3 -296.4900 -103.9900 8,180.5900 -1,043.1700 -5,803.5000 -33.2900
4 -290.4300 -124.1300 9,055.5200 -1,281.9500 -5,851.4300 -33.6600
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -587.4000 12.7600 7,932.2000 552.3600 -8,739.1300 32.0000
2 -593.8100 11.6000 8,497.6400 514.9300 -8,559.9700 31.2700
3 -591.8300 7.6400 7,841.4500 399.6400 -8,657.8200 28.3000
4 -597.6400 5.7600 8,209.0400 353.9800 -8,514.3500 27.5500
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7900 2,549.7700 114.3900 1.2900 0.0300
2 -0.2400 0.6600 2,729.3100 114.0700 1.3800 0.0300
3 -0.2400 0.4400 2,457.1400 113.2500 1.4600 0.0300
4 -0.2500 0.0600 2,614.2300 111.3400 1.5400 0.0300
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -354.7700 -59.4600 7,502.9100 -509.0500 -4,451.9500 -248.5700
2 -303.3400 -66.6500 8,376.4900 -608.5600 -5,202.5800 -249.0400
3 -248.7200 -81.2300 7,990.3100 -850.2700 -5,993.3100 -247.5600
4 -198.0100 -97.0700 8,622.2500 -1,042.5100 -6,719.8700 -247.7400
LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -177.8700 39.5500 8,037.0900 930.6400 -6,278.7000 260.3900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 40

LOAD CASE SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -230.9900 33.8500 8,527.8300 834.0400 -5,495.2600 260.2400
3 -281.1400 26.9800 7,785.5800 674.8800 -4,744.9300 256.3900
4 -334.3000 23.9600 8,084.8400 610.3000 -3,954.9100 255.9400
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -626.9600 2.8000 10,023.4300 359.9000 7,048.9300 30.9200
2 -625.7600 1.4600 10,855.8100 310.6800 7,150.6700 30.5700
3 -669.0400 -2.4300 9,999.3900 163.8400 7,598.6000 28.8000
4 -668.1000 -4.3000 10,565.0900 99.9400 7,669.2600 28.4200
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 189.4500 -21.8400 7,221.9600 -536.2000 -4,313.2500 5.4600
2 188.8400 -24.1300 7,894.2900 -598.7600 -4,302.6200 5.5700
3 196.9700 -30.5700 7,310.7800 -757.6900 -4,381.9400 5.8700
4 196.2300 -34.8500 7,776.2200 -864.3300 -4,363.4900 5.9800
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -257.0900 -39.8200 9,623.6200 -1,037.0200 1,511.3600 -174.8600
2 -241.5600 -43.5100 10,676.1200 -1,132.8900 1,074.3600 -175.0200
3 -246.3800 -54.0400 10,023.3700 -1,374.0600 922.7500 -172.5300
4 -230.4200 -61.1700 10,777.3800 -1,548.3200 481.5700 -172.6400
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -31.8800 22.2700 7,420.9900 830.2200 -1,756.9400 179.2100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 41

LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -47.1100 19.7600 7,818.0400 762.0700 -1,290.3400 179.2000
3 -69.5200 17.1000 7,005.2500 643.3600 -704.3700 176.0500
4 -85.2800 15.6900 7,235.8800 597.4400 -234.2000 175.9800
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -204.5700 2.3400 10,441.3200 362.2700 677.4300 0.8500
2 -203.8700 1.0600 11,335.1800 310.7400 697.2700 0.7400
3 -221.1800 -3.2900 10,456.1600 151.6300 950.3600 0.3000
4 -220.4600 -5.3600 11,062.3500 81.7800 958.6700 0.1700
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -80.8500 15.8600 7,894.6600 537.7300 -1,177.4300 124.5600
2 -91.4200 13.6000 8,021.8200 471.4100 -854.5000 124.5300
3 -112.1900 11.2000 6,944.7400 361.7600 -368.9400 122.2800
4 -123.1300 10.1000 6,938.6100 324.9800 -44.2900 122.2000
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -276.0200 -31.6200 9,381.9700 -663.7100 1,221.3700 -55.3700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 42

LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -270.0600 -34.8600 10,721.4200 -749.2200 1,104.8700 -55.5200
3 -287.5400 -44.7300 10,313.8200 -985.6200 1,304.6700 -55.2100
4 -281.0400 -51.2500 11,305.8700 -1,151.1400 1,197.3900 -55.3600
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -361.1700 2.7700 10,101.9300 362.3800 982.0500 -17.9000
2 -358.4800 1.5900 10,940.9600 313.2800 1,002.8000 -18.1000
3 -389.3100 -2.4300 10,082.4000 164.3300 1,401.3900 -18.5700
4 -386.4500 -4.3200 10,651.4000 99.6500 1,390.7200 -18.7900
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -151.4400 -31.8500 6,982.7000 -847.9700 1,364.9400 -544.5600
2 -103.4600 -34.7400 7,753.8100 -921.2400 -82.3400 -544.6800
3 -63.5200 -42.7500 7,275.6900 -1,101.7300 -1,391.4500 -533.3100
4 -14.2300 -48.3400 7,828.6100 -1,236.0100 -2,847.5400 -533.2800
LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -290.3300 8.9900 10,010.2100 564.7500 203.3400 573.7000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 43

LOAD CASE SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -334.1700 8.2000 10,816.3800 524.5100 1,679.8800 573.5900
3 -407.7200 5.1900 9,937.4400 391.5400 3,505.7400 560.5800
4 -450.0700 4.1100 10,476.9500 344.3800 4,914.4800 560.3000
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -550.5100 2.7200 9,940.0000 354.2300 5,631.5300 7.4700
2 -548.7000 1.6200 10,755.8600 306.5500 5,692.3100 7.1600
3 -591.4000 -2.3500 9,898.5600 161.0600 6,220.3900 5.9000
4 -589.7100 -4.1600 10,451.4000 98.3400 6,250.7100 5.5700
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 117.3100 -21.9700 7,111.0700 -544.9600 -3,336.5200 -7.8600
2 117.9300 -24.2500 7,770.3600 -606.9100 -3,358.9100 -7.7900
3 122.7300 -30.6400 7,192.6000 -763.5100 -3,410.8100 -7.4300
4 123.2700 -34.9000 7,649.3900 -869.2800 -3,427.6400 -7.3600
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -285.0300 -34.7600 9,736.2900 -895.9100 2,114.0600 -181.9200
2 -269.1500 -38.1300 10,684.6900 -986.2500 1,662.6400 -182.1000
3 -275.2000 -47.7300 9,940.8600 -1,213.0900 1,512.6900 -179.5200
4 -258.8200 -54.1300 10,606.2600 -1,371.1300 1,052.2800 -179.6500
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -55.2900 17.2900 7,250.5700 699.7400 -880.8000 105.7600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 44

LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -64.1800 15.3700 7,717.4900 643.7800 -606.0800 105.7400
3 -80.2800 12.8700 6,979.5800 532.5200 -216.8100 103.8800
4 -89.4800 11.7000 7,272.3400 491.2700 59.3400 103.8200
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -201.7700 3.3800 10,270.3300 383.9000 626.8200 -5.8800
2 -200.5600 2.2200 11,118.9800 335.4900 624.1900 -6.0000
3 -217.1700 -1.8100 10,228.6200 183.3700 862.7200 -6.3300
4 -215.9800 -3.6600 10,800.5000 119.4600 850.8900 -6.4500
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -66.0700 13.7200 7,514.9600 533.4000 -836.1200 76.3800
2 -72.4700 11.9300 7,821.5900 478.2200 -638.2300 76.3500
3 -86.8100 9.5800 6,929.1900 372.3000 -313.4300 74.9800
4 -93.4600 8.5900 7,081.9300 336.3100 -114.5600 74.9200
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -260.0500 -27.2600 9,438.4200 -559.7800 1,067.8800 -81.5700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 45

LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -252.2100 -30.2200 10,633.9400 -639.9400 878.4900 -81.7200
3 -266.3800 -39.1700 10,112.2800 -860.4200 993.3900 -80.9300
4 -258.1700 -45.0100 10,986.6200 -1,009.8800 806.2700 -81.0700
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -345.4300 2.1800 9,433.9900 321.0400 974.5900 70.4300
2 -349.3400 1.0900 10,210.1200 276.9000 1,172.6600 70.2400
3 -385.5100 -2.6300 9,387.5000 140.4300 1,787.2800 68.4000
4 -389.4700 -4.3800 9,915.8400 81.3200 1,966.0700 68.1700
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -162.7000 -29.2300 7,002.5700 -773.1000 1,240.4400 -414.7100
2 -126.3600 -31.9500 7,726.2800 -843.2400 147.5200 -414.8300
3 -100.0100 -39.4900 7,210.6900 -1,016.1400 -782.6800 -406.9000
4 -62.6800 -44.6900 7,723.5800 -1,141.9600 -1,883.1400 -406.9000
LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -279.0200 8.1500 10,009.9700 526.5700 278.9500 435.6500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 46

LOAD CASE SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -312.4500 7.3300 10,786.8000 485.5300 1,405.3100 435.5300
3 -374.0600 4.2700 9,885.4800 352.2400 2,875.0500 426.2400
4 -406.9500 3.1300 10,401.8300 304.5600 3,958.4300 425.9900
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -304.6400 241.1400 11,049.4000 7,366.1300 1,492.7700 212.4400
2 -321.4400 217.4800 10,762.0100 6,912.9100 1,991.1600 212.2900
3 -366.1900 209.6200 8,931.3800 6,562.7300 2,874.7300 207.9400
4 -383.6900 197.5300 8,524.4400 6,289.9200 3,397.8900 207.7100
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -267.1400 -212.0900 7,684.5700 -6,645.9700 1,823.0500 -151.2500
2 -252.9500 -225.5200 9,666.7600 -6,926.6400 1,444.5400 -151.4100
3 -258.9400 -261.2900 9,954.0200 -7,510.4300 1,360.3700 -149.3900
4 -244.0000 -284.5000 11,494.2100 -7,921.2200 1,033.5100 -149.5100
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -80.1800 245.5800 8,266.4500 7,421.7700 -485.8900 115.6400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 47

LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -90.2200 220.4100 7,659.0900 6,908.0200 -187.7800 115.6000
3 -109.0000 211.2900 5,989.7700 6,500.4500 244.3700 113.5200
4 -119.3500 199.3500 5,353.7500 6,237.6300 543.3100 113.4400
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -189.9800 85.8500 10,149.1600 2,822.6100 492.8600 -29.0800
2 -187.2200 76.8700 10,576.5500 2,622.9800 421.6500 -29.1800
3 -201.1100 71.6300 9,391.1000 2,390.1100 593.7800 -29.1200
4 -198.3700 67.0300 9,612.2600 2,271.9200 517.4000 -29.2300
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -80.1800 245.5800 8,266.4500 7,421.7700 -485.8900 115.6400
2 -90.2200 220.4100 7,659.0900 6,908.0200 -187.7800 115.6000
3 -109.0000 211.2900 5,989.7700 6,500.4500 244.3700 113.5200
4 -119.3500 199.3500 5,353.7500 6,237.6300 543.3100 113.4400
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -267.1400 -212.0900 7,684.5700 -6,645.9700 1,823.0500 -151.2500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 48

LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -252.9500 -225.5200 9,666.7600 -6,926.6400 1,444.5400 -151.4100
3 -258.9400 -261.2900 9,954.0200 -7,510.4300 1,360.3700 -149.3900
4 -244.0000 -284.5000 11,494.2100 -7,921.2200 1,033.5100 -149.5100
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -252.3000 160.2800 10,587.8200 5,031.1900 619.2500 162.3700
2 -265.3900 143.7900 10,704.6700 4,683.5500 1,033.3700 162.2400
3 -302.1100 136.5400 9,235.0000 4,364.0100 1,767.2800 158.9500
4 -315.5000 128.3600 9,186.1100 4,171.7700 2,174.5200 158.7600
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -218.1500 -148.0700 5,582.4700 -4,636.2300 2,250.4400 -317.7400
2 -189.9500 -157.7700 6,936.4700 -4,840.9100 1,421.6300 -317.8800
3 -175.2700 -183.0400 7,075.9100 -5,261.2400 793.7500 -312.3500
4 -146.4300 -202.9500 8,141.4900 -5,696.8700 -43.1400 -312.4000
LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -292.6800 165.3600 10,611.8100 5,153.4400 1,336.2400 273.4300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 49

LOAD CASE SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -314.1800 148.3000 10,628.5100 4,797.4800 2,018.4500 273.2900
3 -362.7800 140.9900 9,082.2500 4,473.0900 3,060.6000 267.7100
4 -384.8600 132.5900 8,947.8900 4,277.1900 3,739.0100 267.4800
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -514.0300 2.1600 10,395.2700 353.3200 4,801.2700 13.5900
2 -512.3800 0.8300 11,269.1300 303.1100 4,889.7600 13.3000
3 -553.6700 -3.2400 10,389.5900 153.5000 5,417.4200 12.0300
4 -552.1600 -5.1900 10,990.8900 86.9700 5,469.4500 11.7100
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -304.9400 -28.2500 10,270.5400 -668.9800 1,933.0100 -161.5500
2 -290.7900 -31.2700 11,228.1100 -752.3600 1,564.0200 -161.7300
3 -301.3000 -39.9900 10,417.2500 -969.0000 1,491.1700 -159.5900
4 -286.6700 -45.6500 11,088.6200 -1,111.3200 1,106.3000 -159.7300
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -140.8200 11.2400 10,445.3300 641.5500 -670.8600 84.9300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 50

LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -147.5300 10.5800 11,254.0700 603.4500 -436.8100 84.8600
3 -169.2400 7.8800 10,301.4500 474.1300 0.9100 83.1800
4 -176.1700 7.0700 10,845.4000 433.1500 225.5200 83.0800
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -221.6000 4.0800 11,100.0700 429.8100 600.1000 0.2100
2 -220.8500 2.8300 12,012.8100 375.8200 659.3300 0.0900
3 -239.5500 -1.3800 11,061.6300 217.7800 897.1800 -0.3800
4 -238.4600 -3.3200 11,680.4500 149.6000 923.5100 -0.5100
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -161.3800 7.2500 10,735.0200 448.0600 -960.6200 88.1100
2 -168.4500 6.3700 11,363.4500 403.2500 -706.6100 88.0300
3 -192.8400 3.4200 10,243.3300 272.4200 -241.1100 86.2500
4 -200.0400 2.3900 10,631.8400 228.2800 -8.0700 86.1300
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -287.5800 -22.5900 9,986.9700 -403.6400 1,100.1700 -42.2900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 51

LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -282.6900 -25.3100 11,166.0300 -479.8500 1,040.4700 -42.4500
3 -302.8000 -33.6000 10,556.3000 -692.2200 1,279.6700 -42.3800
4 -297.5500 -38.8100 11,413.9900 -829.4700 1,214.7500 -42.5400
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -332.5000 2.3400 10,437.2800 360.5100 903.7400 -17.3800
2 -329.8900 1.1200 11,317.2300 310.3500 932.6400 -17.5600
3 -357.6100 -3.0400 10,436.9300 160.0300 1,280.2400 -17.9800
4 -354.7200 -5.0200 11,042.0400 93.1100 1,274.8100 -18.1800
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -239.5600 -23.9000 10,291.0100 -517.1900 1,182.1300 -353.7900
2 -208.8800 -26.6700 11,257.9400 -596.0600 288.7400 -353.9500
3 -196.2400 -34.8200 10,446.5500 -804.5400 -369.1600 -347.6200
4 -164.5500 -39.9800 11,125.1100 -936.6500 -1,269.5500 -347.6900
LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -294.6900 6.6300 10,452.2900 493.7500 430.1700 345.8600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 52

LOAD CASE SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -320.2300 5.6800 11,288.6100 449.2600 1,339.0700 345.7300
3 -374.8500 2.2400 10,369.3200 310.2100 2,562.0900 338.5500
4 -400.0800 0.8500 10,935.6900 255.9500 3,427.2900 338.3100
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -313.0600 3.2100 11,524.8200 396.2900 1,689.7100 -32.2200
2 -309.5300 1.8400 12,419.9500 334.4600 1,712.7500 -32.4000
3 -331.9200 -2.4700 11,412.1200 179.3600 1,915.6100 -32.5400
4 -327.8200 -4.4800 12,017.2300 107.7300 1,884.1900 -32.7200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -313.6100 -19.6300 11,429.1400 -368.2400 1,694.4600 -35.4500
2 -309.7100 -22.2200 12,391.9900 -447.7400 1,712.9000 -35.6300
3 -331.7300 -30.0600 11,445.5100 -661.2800 1,914.5900 -35.7200
4 -327.2900 -34.7000 12,107.4900 -786.1500 1,882.7100 -35.9000
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 53

LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -229.7500 4.0000 11,531.0800 422.5000 610.9600 -21.0900
2 -227.4600 2.6600 12,425.8400 361.6300 650.0500 -21.2200
3 -244.7100 -1.5200 11,409.2800 207.9800 805.5300 -21.3700
4 -241.8400 -3.4400 12,013.1200 138.9600 792.7700 -21.5000
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 0.0100 0.6600 2,292.5500 76.7300 -0.0600 0.0500
2 0.0000 0.6100 2,469.7600 75.8900 0.0700 0.0500
3 0.0000 0.3900 2,205.8300 71.4000 0.1900 0.0500
4 -0.0100 0.2900 2,358.8800 69.4200 0.3100 0.0500
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -313.6100 -19.6300 11,429.1400 -368.2400 1,694.4600 -35.4500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 54

LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -309.7100 -22.2200 12,391.9900 -447.7400 1,712.9000 -35.6300
3 -331.7300 -30.0600 11,445.5100 -661.2800 1,914.5900 -35.7200
4 -327.2900 -34.7000 12,107.4900 -786.1500 1,882.7100 -35.9000
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -313.0600 3.2100 11,524.8200 396.2900 1,689.7100 -32.2200
2 -309.5300 1.8400 12,419.9500 334.4600 1,712.7500 -32.4000
3 -331.9200 -2.4700 11,412.1200 179.3600 1,915.6100 -32.5400
4 -327.8200 -4.4800 12,017.2300 107.7300 1,884.1900 -32.7200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -313.0600 3.2100 11,524.8200 396.2900 1,689.7100 -32.2200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 55

LOAD CASE SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -309.5300 1.8400 12,419.9500 334.4600 1,712.7500 -32.4000
3 -331.9200 -2.4700 11,412.1200 179.3600 1,915.6100 -32.5400
4 -327.8200 -4.4800 12,017.2300 107.7300 1,884.1900 -32.7200
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -542.6700 66.3300 10,316.8600 2,265.6900 5,479.9700 39.1500
2 -543.2300 59.2500 10,869.3300 2,098.7700 5,593.5600 38.8500
3 -588.5300 54.6600 9,768.8900 1,894.3500 6,177.5100 37.1100
4 -589.5200 50.8800 10,095.8000 1,791.6900 6,262.5700 36.7800
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 112.8300 -79.2400 6,678.8800 -2,408.7700 -3,119.0100 -46.8400
2 116.7200 -84.9600 7,643.9000 -2,537.6500 -3,241.9700 -46.7800
3 125.0100 -100.0700 7,349.2400 -2,818.3900 -3,398.0100 -45.8000
4 128.9100 -111.5000 8,070.1900 -3,075.3400 -3,516.1700 -45.7300
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -267.0500 -97.7300 9,130.8900 -2,934.8100 1,682.2500 -189.8000
2 -250.1300 -104.8200 10,469.6800 -3,097.3700 1,208.0800 -189.9600
3 -253.8900 -124.1100 10,092.7800 -3,463.0900 1,028.3700 -187.2000
4 -236.2400 -138.1400 11,091.6600 -3,780.2700 561.5800 -187.3100
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -46.6700 86.3800 7,691.6300 2,736.6800 -1,488.4500 175.2300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 56

LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -61.6100 77.3500 7,844.3300 2,541.3800 -1,032.7600 175.2200
3 -84.5400 72.7500 6,814.8800 2,338.0200 -447.9100 172.1100
4 -100.0000 68.2600 6,834.5600 2,228.9000 10.8500 172.0400
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -202.0300 19.6200 10,367.3200 888.0900 659.7500 -12.3400
2 -200.3300 17.4800 11,159.6700 818.8400 640.7900 -12.4500
3 -216.3800 13.9600 10,215.0400 663.0400 860.7600 -12.6800
4 -214.7000 12.5100 10,738.1900 606.2500 831.5100 -12.8000
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -84.4400 81.4100 8,056.9000 2,511.1000 -1,040.7700 132.9500
2 -95.8000 72.5900 8,001.7100 2,317.2400 -696.3800 132.9200
3 -117.4600 68.2100 6,768.3500 2,120.9100 -189.4700 130.5100
4 -129.2100 63.9700 6,605.1100 2,018.8600 156.5200 130.4300
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -281.6500 -91.5200 8,943.5100 -2,649.9500 1,456.7300 -97.6500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 57

LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -272.1100 -98.2300 10,505.5600 -2,803.6000 1,228.9000 -97.8100
3 -285.6400 -116.9800 10,317.9300 -3,165.7000 1,324.0400 -96.7900
4 -275.2700 -130.2100 11,498.2700 -3,467.0000 1,123.3600 -96.9300
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -320.1300 41.8700 9,655.1500 1,528.3100 580.0500 45.3500
2 -322.6100 37.4800 10,296.0600 1,417.7700 716.2000 45.1700
3 -355.2500 33.6200 9,344.2600 1,248.6000 1,244.3700 43.7900
4 -357.8100 31.1400 9,755.7900 1,173.6500 1,361.2700 43.5800
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6600 2,292.5500 76.7300 3.3800 0.0200
2 -0.2200 0.6100 2,469.7600 75.8900 3.4400 0.0200
3 -0.2300 0.3900 2,205.8300 71.4000 3.6400 0.0200
4 -0.2300 0.2900 2,358.8800 69.4200 3.6800 0.0200
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -153.0300 -70.4200 6,613.6700 -2,109.0600 1,341.4200 -491.4500
2 -109.7500 -75.6100 7,571.4800 -2,226.8100 40.1200 -491.5700
3 -74.9900 -89.4100 7,280.6300 -2,488.4700 -1,118.3500 -481.6600
4 -30.5700 -99.7900 7,996.8500 -2,723.2200 -2,427.7600 -481.6400
LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -278.4100 49.2600 10,171.9400 1,754.6400 259.9200 492.3200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 58

LOAD CASE SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -316.6400 44.0600 10,799.4700 1,626.5400 1,528.1400 492.2200
3 -383.1000 39.8100 9,766.6200 1,440.5200 3,138.2600 481.4600
4 -420.8100 36.9400 10,155.3800 1,356.3800 4,361.3500 481.2000
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -872.8700 -19.6500 9,948.3100 146.7000 -11,159.4300 84.7000
2 -884.4300 -24.2100 10,768.4100 65.3600 -10,749.4200 83.6500
3 -884.5100 -34.2400 10,068.8800 -135.1800 -10,899.4500 78.9300
4 -894.9500 -43.3100 10,628.5600 -260.8100 -10,566.1900 77.8300
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 256.9400 2.0200 7,311.8800 367.9100 442.0400 -3.4300
2 257.5000 0.1800 7,877.0000 326.0500 431.4400 -3.1100
3 256.3700 -5.1200 7,288.8900 195.4600 434.9500 -1.9300
4 256.6500 -8.7700 7,660.3000 133.5300 429.0000 -1.6100
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -347.6300 -40.0000 9,642.5600 -97.9700 -5,834.9000 -97.7400
2 -331.2300 -46.1300 10,630.8200 -193.2800 -5,935.1500 -98.2000
3 -305.9700 -59.5100 10,062.5400 -436.2700 -6,371.6400 -98.5600
4 -289.5400 -72.8100 10,763.5600 -606.6300 -6,496.7500 -98.9000
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -46.4600 23.1600 7,431.4200 584.0900 -3,692.4300 121.5800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 59

LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -70.7000 21.2700 7,789.2100 535.1700 -3,335.8800 121.5500
3 -93.5500 16.1700 7,029.5800 403.0700 -2,996.0500 119.8800
4 -117.9100 14.4700 7,223.2700 359.1400 -2,634.0700 119.7000
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -275.1400 3.9000 10,447.0100 561.1500 -5,580.6100 16.3300
2 -281.2900 1.2100 11,277.7100 497.8600 -5,361.1000 15.9900
3 -277.6900 -6.2200 10,491.3300 317.8500 -5,527.3300 14.5400
4 -282.8400 -11.4500 11,045.3600 227.8700 -5,366.3100 14.1800
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -107.8900 18.9700 7,885.6200 358.7300 -4,614.7400 97.8900
2 -127.2800 14.9000 7,984.2100 281.2800 -4,330.8000 97.7800
3 -144.6700 9.5100 6,970.1900 146.8800 -4,070.6100 96.1200
4 -164.2100 7.7400 6,933.9800 106.8000 -3,780.4600 95.8900
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -374.0600 -31.5600 9,411.4700 207.1800 -7,137.5200 -24.8900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 60

LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -373.5800 -37.2200 10,669.7900 119.9100 -6,944.5300 -25.3700
3 -362.7800 -49.9900 10,338.0600 -114.0700 -7,143.8400 -26.7700
4 -362.0900 -62.9600 11,270.2000 -284.9100 -6,985.5700 -27.2300
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -864.8200 3.9600 10,007.9400 510.0400 -11,370.3100 88.5600
2 -876.5900 1.3700 10,766.2800 446.3800 -10,969.7300 87.5200
3 -876.8600 -5.2100 10,012.8000 291.0900 -11,129.2100 82.7900
4 -887.5600 -9.9700 10,519.3200 207.7600 -10,804.0800 81.7000
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 247.0300 -20.9900 7,208.1500 -5.0000 822.8900 13.5900
2 244.2100 -24.7500 7,813.3500 -67.9200 861.9900 13.9000
3 239.6700 -33.2400 7,268.6200 -235.3400 916.5000 14.8300
4 236.6300 -41.1200 7,676.0900 -341.7700 959.1800 15.1200
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -440.2000 -31.0600 9,810.5800 12.3200 -5,240.1200 -379.7400
2 -365.1400 -36.4600 10,723.4200 -76.2900 -6,182.5600 -380.3200
3 -280.7600 -48.5200 10,079.4300 -305.1500 -7,486.4300 -377.5700
4 -206.2000 -60.0000 10,713.7700 -456.6500 -8,449.0000 -377.7300
LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -155.2000 9.7400 7,204.3200 495.8000 -7,083.4100 396.3100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 61

LOAD CASE SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -238.0200 8.5800 7,761.1800 462.2900 -5,862.5900 396.2200
3 -317.6600 4.4600 7,180.7200 347.1100 -4,675.3700 390.8700
4 -400.4500 2.2600 7,547.4700 300.9700 -3,446.9700 390.3400
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -762.5700 -19.6500 9,864.4000 142.4100 -10,446.5000 63.2500
2 -773.6600 -24.0400 10,671.9600 58.6100 -10,074.7400 62.3200
3 -773.5900 -34.0900 9,965.3600 -138.8500 -10,227.0800 58.2700
4 -783.4600 -43.1200 10,515.1800 -266.2100 -9,928.5200 57.3000
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 158.9600 1.8200 7,203.0100 356.6100 -567.2800 -7.8200
2 160.4800 0.0000 7,755.2800 315.4600 -591.0200 -7.6300
3 161.1700 -5.2000 7,171.5000 187.5700 -609.6800 -6.8400
4 162.4400 -8.7900 7,534.4200 126.8300 -628.8600 -6.6300
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -381.4700 -34.6900 9,751.0100 -68.7900 -5,856.3100 -99.9800
2 -364.4900 -40.3200 10,634.1000 -159.7200 -5,970.5000 -100.4800
3 -338.2400 -52.7600 9,974.5700 -392.6700 -6,436.4500 -100.9600
4 -320.9000 -64.7200 10,586.0500 -548.3900 -6,588.3200 -101.3300
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -75.0000 16.0200 7,254.6800 527.7900 -3,113.7000 73.4900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 62

LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -89.4800 15.4700 7,681.6900 499.3100 -2,900.4000 73.4100
3 -102.5800 12.5500 6,996.9600 398.6500 -2,703.1700 72.1900
4 -117.1500 12.0200 7,253.0000 370.9500 -2,485.8600 72.0200
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -272.7500 4.9900 10,275.1900 554.5700 -5,584.2500 13.1700
2 -277.8800 2.4400 11,062.6200 492.3800 -5,394.6300 12.8300
3 -273.8900 -4.5400 10,263.1900 320.9100 -5,557.6900 11.4300
4 -278.0700 -9.3800 10,784.3100 234.8400 -5,423.6700 11.0700
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -86.8000 12.9200 7,507.2300 386.3900 -3,428.5700 61.1800
2 -98.7900 12.1600 7,783.8500 351.9900 -3,252.3400 61.0800
3 -109.2700 9.0400 6,953.1200 246.7700 -3,094.1700 59.9500
4 -121.3800 8.5200 7,076.3600 219.3900 -2,913.4300 59.7800
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -352.4700 -26.9300 9,464.5300 203.9700 -6,834.8200 -41.8800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 63

LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -348.0000 -32.1000 10,583.6400 120.4000 -6,730.4300 -42.3400
3 -333.6800 -43.9000 10,139.0200 -102.4700 -6,995.8800 -43.4200
4 -328.9700 -55.4400 10,953.8100 -255.6300 -6,923.8700 -43.8300
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -754.8000 3.9100 9,929.1500 503.5100 -10,639.5800 66.4400
2 -766.2500 1.1400 10,672.3000 437.9200 -10,276.7100 65.5300
3 -766.3700 -5.1900 9,909.2400 285.0300 -10,437.5700 61.4800
4 -776.4800 -9.8700 10,403.6800 201.9300 -10,147.0800 60.5100
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 150.6500 -21.4300 7,107.2800 -22.1500 -232.2500 10.2100
2 148.5900 -25.1900 7,696.6300 -84.6700 -203.3700 10.4000
3 145.6900 -33.6100 7,152.9300 -249.8400 -168.2200 10.9400
4 143.4300 -41.4600 7,549.2100 -355.4100 -135.7500 11.1100
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -450.8000 -28.4600 9,829.3100 28.3600 -6,018.4600 -289.0700
2 -395.4900 -33.5900 10,695.4100 -56.5300 -6,671.0600 -289.6600
3 -329.9800 -45.1500 10,016.1400 -279.4100 -7,712.6500 -288.0800
4 -274.4700 -55.9900 10,612.1800 -423.8700 -8,405.9900 -288.3400
LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -146.2000 8.8900 7,204.4000 464.3500 -6,310.2800 312.1100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 64

LOAD CASE SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -210.5000 7.6900 7,732.5700 429.8900 -5,362.3900 312.0000
3 -271.9500 3.5300 7,130.5100 314.5300 -4,445.2300 307.6800
4 -336.2600 1.3000 7,473.0600 268.3600 -3,490.4100 307.2200
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -416.3700 240.0400 10,840.2300 3,532.9500 -7,822.4800 153.9600
2 -444.5500 206.1800 10,648.8500 3,144.2500 -7,451.5300 153.4900
3 -462.9700 181.3000 9,039.6500 2,822.5800 -7,425.2900 149.8900
4 -491.3700 166.6200 8,712.5500 2,641.5100 -7,039.5000 149.2700
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -358.3700 -215.6400 7,834.5000 -2,630.9300 -5,917.8500 -84.2400
2 -343.4100 -235.9500 9,657.3500 -2,862.3400 -6,009.2400 -84.7100
3 -323.5500 -274.0200 9,929.9100 -3,377.7600 -6,243.8500 -85.2900
4 -312.8700 -319.3200 11,348.7200 -3,849.7100 -6,167.1700 -85.6600
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -109.2600 278.2700 8,137.0400 3,947.9800 -3,469.6800 74.7000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 65

LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -124.0900 238.6400 7,590.8800 3,495.0000 -3,255.3600 74.5800
3 -137.2500 210.3500 6,055.5300 3,142.1700 -3,059.8900 73.1900
4 -152.1500 193.6600 5,460.8800 2,946.0100 -2,841.2400 72.9800
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -259.1000 95.1700 10,102.6400 1,732.9800 -5,370.1200 -8.1200
2 -258.3700 81.3400 10,511.0200 1,537.9400 -5,334.6800 -8.4500
3 -250.8300 69.1400 9,440.0500 1,322.2600 -5,533.7900 -9.5300
4 -249.3800 62.6700 9,643.8100 1,214.5300 -5,539.7900 -9.8400
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -109.2600 278.2700 8,137.0400 3,947.9800 -3,469.6800 74.7000
2 -124.0900 238.6400 7,590.8800 3,495.0000 -3,255.3600 74.5800
3 -137.2500 210.3500 6,055.5300 3,142.1700 -3,059.8900 73.1900
4 -152.1500 193.6600 5,460.8800 2,946.0100 -2,841.2400 72.9800
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -358.3700 -215.6400 7,834.5000 -2,630.9300 -5,917.8500 -84.2400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 66

LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -343.4100 -235.9500 9,657.3500 -2,862.3400 -6,009.2400 -84.7100
3 -323.5500 -274.0200 9,929.9100 -3,377.7600 -6,243.8500 -85.2900
4 -312.8700 -319.3200 11,348.7200 -3,849.7100 -6,167.1700 -85.6600
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -437.1600 96.1600 10,091.5800 1,685.9100 -7,650.1000 72.3500
2 -451.8500 82.1700 10,417.9000 1,494.7500 -7,380.1500 71.8200
3 -456.2500 69.6700 9,298.4000 1,272.9100 -7,482.4600 69.0400
4 -470.0100 63.2000 9,433.2800 1,169.1900 -7,255.5100 68.4400
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -508.0900 -148.5700 8,511.2000 -1,701.6000 -6,482.6000 -213.7900
2 -469.8900 -163.2100 9,942.5300 -1,873.5200 -6,857.9200 -214.4300
3 -423.4600 -191.7100 9,849.6300 -2,282.8200 -7,541.6800 -214.0400
4 -386.3800 -224.9000 10,940.3200 -2,645.7600 -7,888.1500 -214.4500
LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -181.4100 184.2400 7,702.7100 2,745.3000 -5,197.7800 197.5000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 67

LOAD CASE SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -221.4100 158.0000 7,544.0900 2,435.1400 -4,612.2900 197.3200
3 -258.7400 138.3200 6,359.3200 2,165.2600 -4,055.1700 194.1900
4 -298.7500 127.0400 6,107.6100 2,022.9400 -3,464.3900 193.7900
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -706.7700 -20.1600 10,319.6100 164.6900 -10,208.5300 58.8700
2 -718.5600 -24.6500 11,182.4100 79.6900 -9,812.9700 58.0100
3 -718.5900 -35.0100 10,456.4300 -119.8000 -9,977.4200 54.2400
4 -729.1700 -44.3100 11,052.9100 -249.1100 -9,658.2600 53.3300
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -406.8700 -27.9200 10,287.5100 51.7100 -6,629.7600 -85.1700
2 -393.8600 -33.0400 11,176.4800 -33.1600 -6,658.1100 -85.6900
3 -369.5100 -44.6200 10,452.0000 -256.3800 -7,126.3600 -86.4700
4 -355.6100 -55.4800 11,067.9700 -401.1600 -7,214.1800 -86.8900
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -187.3900 12.9600 10,452.0900 665.9800 -5,478.3900 69.6600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 68

LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -203.3900 11.1600 11,196.9700 611.6100 -5,147.4700 69.4400
3 -210.9000 5.6700 10,332.1600 463.4700 -5,142.8800 67.7600
4 -225.8300 2.5300 10,822.6900 396.5100 -4,868.4800 67.4600
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -298.2400 5.7300 11,104.3900 603.6600 -6,268.0200 16.3500
2 -305.3100 2.7400 11,952.6200 521.9600 -6,003.7400 15.9700
3 -300.3700 -4.2800 11,098.4200 358.8900 -6,232.1900 14.4200
4 -306.1100 -9.3800 11,664.8800 267.5500 -6,044.2000 14.0300
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -213.6000 8.8600 10,735.6600 490.3300 -6,580.7100 83.1200
2 -232.0000 6.9300 11,306.3300 435.5800 -6,221.2400 82.8700
3 -240.2500 1.0500 10,280.2600 277.1700 -6,258.6900 80.9200
4 -257.6100 -2.0700 10,618.5800 212.8100 -5,957.8000 80.5700
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -385.7800 -22.2000 10,010.4500 274.7800 -7,488.2100 -13.0900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 69

LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -387.7100 -26.9900 11,112.3600 195.8000 -7,263.3800 -13.5800
3 -378.0800 -38.1500 10,584.2800 -18.9400 -7,488.9700 -15.1700
4 -379.1600 -48.9000 11,384.0300 -168.7500 -7,321.4800 -15.6600
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -699.9400 3.4700 10,382.1900 528.8300 -10,378.6100 62.0100
2 -711.9200 0.6200 11,184.3200 460.1400 -9,992.3200 61.1600
3 -712.2200 -5.9700 10,404.8500 307.1300 -10,165.1800 57.3900
4 -723.0100 -11.1300 10,949.1400 218.4100 -9,854.9200 56.4900
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -452.9100 -24.0900 10,305.9200 121.1400 -6,713.2400 -239.6200
2 -409.9000 -28.9500 11,199.6800 37.0900 -7,178.5500 -240.2100
3 -354.1600 -40.0000 10,478.2900 -178.1500 -8,101.5000 -239.2600
4 -309.3400 -50.2100 11,097.9700 -316.7900 -8,627.6500 -239.5800
LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -264.2400 8.7400 10,463.4500 608.0000 -8,096.1300 258.3100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 70

LOAD CASE SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -319.0100 6.6500 11,237.8700 554.0800 -7,173.3600 258.0600
3 -362.4600 0.4000 10,404.7200 393.9600 -6,689.0200 253.8700
4 -416.0300 -3.5300 10,921.2200 321.1100 -5,829.4200 253.3200
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -423.6800 -18.9500 11,447.7500 200.8800 -7,656.0400 -1.8100
2 -427.8400 -23.6800 12,335.1600 109.2800 -7,392.4000 -2.3500
3 -418.3800 -34.4700 11,479.1500 -104.0000 -7,727.4700 -4.2400
4 -421.1400 -43.8800 12,079.7400 -237.6000 -7,550.0800 -4.7800
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -423.6800 -18.9500 11,447.7500 200.8800 -7,656.0400 -1.8100
2 -427.8400 -23.6800 12,335.1600 109.2800 -7,392.4000 -2.3500
3 -418.3800 -34.4700 11,479.1500 -104.0000 -7,727.4700 -4.2400
4 -421.1400 -43.8800 12,079.7400 -237.6000 -7,550.0800 -4.7800
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 71

LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -309.3400 5.6900 11,534.7300 590.8400 -6,510.9900 2.0300
2 -313.9800 2.5300 12,365.0900 501.4100 -6,267.5000 1.6300
3 -305.4800 -4.3100 11,446.8500 347.6200 -6,580.9200 0.1900
4 -308.6600 -9.6300 11,997.2900 244.2800 -6,422.6400 -0.2100
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -423.6800 -18.9500 11,447.7500 200.8800 -7,656.0400 -1.8100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 72

LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -427.8400 -23.6800 12,335.1600 109.2800 -7,392.4000 -2.3500
3 -418.3800 -34.4700 11,479.1500 -104.0000 -7,727.4700 -4.2400
4 -421.1400 -43.8800 12,079.7400 -237.6000 -7,550.0800 -4.7800
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -423.4300 4.6300 11,528.8200 564.0300 -7,641.6200 0.7300
2 -427.7300 1.7100 12,359.6500 489.5500 -7,388.1000 0.1900
3 -418.4800 -5.4800 11,450.8900 322.4000 -7,731.7300 -1.7300
4 -421.4000 -10.7600 12,002.4600 226.7200 -7,564.3000 -2.2700
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -273.2000 -20.8800 6,766.6900 -22.0000 -4,922.8200 0.7700
2 -272.9900 -24.4700 7,341.2000 -81.0200 -4,923.2600 0.4200
3 -269.7500 -32.5000 6,830.0900 -236.8500 -4,957.3500 -0.8200
4 -269.6100 -40.0600 7,221.1800 -337.8000 -4,953.9600 -1.1700
LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -309.3400 5.6900 11,534.7300 590.8400 -6,510.9900 2.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 73

LOAD CASE SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -313.9800 2.5300 12,365.0900 501.4100 -6,267.5000 1.6300
3 -305.4800 -4.3100 11,446.8500 347.6200 -6,580.9200 0.1900
4 -308.6600 -9.6300 11,997.2900 244.2800 -6,422.6400 -0.2100
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -754.7600 36.6000 10,198.7600 919.1900 -10,374.5900 79.2800
2 -767.1900 33.7300 10,774.3100 842.6200 -10,027.0600 78.3700
3 -768.5500 27.2900 9,850.9000 687.3200 -10,200.7900 74.1900
4 -779.7000 24.8700 10,198.6100 621.4200 -9,925.2100 73.2300
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 155.5700 -56.3200 6,813.8500 -483.6700 -418.0300 -22.0400
2 159.8700 -63.0700 7,641.3500 -576.1400 -483.2900 -21.8500
3 163.3200 -76.7400 7,314.0800 -801.4500 -543.1200 -20.9000
4 167.3800 -91.7100 7,916.8300 -982.9900 -604.0500 -20.6900
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -360.5800 -99.5300 9,192.4200 -969.4400 -5,948.5800 -108.6500
2 -342.2200 -110.3700 10,435.7400 -1,109.0500 -6,056.9800 -109.1200
3 -315.6400 -132.3200 10,114.0500 -1,450.0400 -6,473.6100 -109.4000
4 -298.1200 -156.8300 11,035.4600 -1,733.8300 -6,573.9200 -109.7500
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -65.6900 97.5200 7,664.3100 1,598.7500 -3,799.3100 117.8600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 74

LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -89.1800 83.3800 7,804.5100 1,415.5300 -3,454.5200 117.8000
3 -111.1500 71.3700 6,850.8700 1,215.7200 -3,127.7900 116.0900
4 -134.7600 65.0600 6,854.9700 1,122.8500 -2,777.6700 115.9000
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.7400 2,294.5300 103.5300 1.2900 0.0300
2 -0.2400 0.6200 2,457.5200 103.2600 1.3800 0.0300
3 -0.2400 0.4200 2,210.6100 102.5500 1.4600 0.0300
4 -0.2500 0.0800 2,353.1000 100.8700 1.5400 0.0300
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -272.8300 18.7200 10,359.7500 761.4200 -5,512.5700 6.5800
2 -276.5500 17.3100 11,099.7700 710.8800 -5,348.8800 6.2300
3 -271.1700 12.3400 10,253.9300 563.5200 -5,538.3900 4.9100
4 -273.8800 10.0800 10,733.5200 503.7000 -5,433.0300 4.5600
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -113.0800 92.9100 8,014.1600 1,398.9800 -4,510.5200 99.5600
2 -132.8300 78.7400 7,955.0400 1,214.5300 -4,221.9600 99.4400
3 -150.5900 66.7800 6,805.3400 1,016.0200 -3,956.8700 97.7400
4 -170.4800 60.7300 6,631.9000 930.3600 -3,662.3600 97.5000
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -380.9400 -93.0500 9,013.8700 -733.1500 -6,958.7600 -53.5400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 75

LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -374.8500 -103.5500 10,466.1600 -866.7400 -6,837.7600 -54.0300
3 -359.3600 -124.9900 10,326.9200 -1,199.8400 -7,069.3000 -55.1000
4 -353.9800 -149.1100 11,425.8100 -1,481.2900 -6,946.3800 -55.5400
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -753.8100 18.3400 10,018.0700 714.6600 -10,488.4800 50.0300
2 -762.8500 16.9400 10,703.9700 660.5800 -10,179.7000 49.1100
3 -760.7600 12.5500 9,886.4300 534.7800 -10,391.8500 45.2300
4 -768.6700 10.6700 10,330.8900 480.3500 -10,153.8700 44.2800
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 153.9100 -44.4800 6,947.1800 -348.7200 -212.6200 11.3800
2 151.6100 -50.2000 7,656.9300 -431.4800 -180.4500 11.5700
3 148.4400 -62.0100 7,224.2100 -635.6100 -141.7600 12.1100
4 145.9400 -74.4200 7,725.2600 -789.6600 -105.9500 12.2900
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -436.3100 -69.9900 9,474.4400 -558.8000 -5,412.0900 -339.6800
2 -369.9000 -78.4700 10,552.6200 -675.6100 -6,217.7000 -340.2600
3 -294.8100 -96.0600 10,073.8100 -966.6500 -7,359.9000 -338.0000
4 -229.4500 -114.9500 10,852.3900 -1,194.3400 -8,165.6000 -338.1900
LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -145.1800 53.8900 7,337.7800 1,091.2500 -6,476.0300 344.8500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 76

LOAD CASE SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
2 -216.6600 46.2200 7,736.2900 977.0600 -5,423.3400 344.7600
3 -285.2400 38.3600 7,019.5900 816.4900 -4,401.6300 340.0500
4 -356.7200 34.5700 7,249.8200 746.8800 -3,341.8300 339.5700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\02 Bent 2\Bent 2.lar
Last Analysis Run : 4/27/2012 10:18:12 AM
Page 77

Sellwood Bent 3 Footing
Friday, April 27, 2012
sjohnson
Tel:

PROJECT SUMMARY
INPUT PROPERTIES Count INPUT GEOMETRY Count LOAD CASES Count
Universal Restraints None Joints 139 Load Cases 225
Materials 2 Members 18 Combination Cases None
Sections 2 Plates 112 Construction Stages None
User Coordinate System None Springs None Linked Databases None
Spring Curves None Isolaters / Bearings None
Isolater Property None Mass Elements None
Creep Definitions None Slave / Masters None
Tendons None

TABLE OF CONTENTS
INPUTS Page# RESULTS Page#
– INPUT : Material Properties Page 5
– INPUT : Sections Page 5
– INPUT : Joints Page 5
– INPUT : Members Page 9
– INPUT : Plates Page 10
– Load Cases Page 13
– STRUCTURE GROUP SUMMARY Page 77

Graphics View 1
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 4

INPUT : Material Properties
Name Modulus of Elasticity (lb/ft²) Poisson Ratio Shear Modulus (lb/ft²) Unit Weight (lb/ft³)
Thermal Expansion (1/ °F
*10^-6)
Assigned
Fc_3 4.76e8 0.1702 2.03e8 87.6000 5.500000 Yes
Fc_3 WTLS 4.76e8 0.1702 2.03e8 0.0000 5.500000 Yes
INPUT : Sections
Name
Section Area
(in²)
Shear Area in
yy (in²)
Shear Area in
zz (in²)
Torsion
Constant
(in^4)
Inertia Izz
(in^4)
Inertia Iyy
(in^4)
Plastic
Modulus Zyy
(in³)
Plastic
Modulus Zzz
(in³)
Perimeter (in)
Material Time-
Effect
Ductility
Residual
Strength (%)
Assigned
PileCap 57,600.0000 48,000.0000 48,000.0000 4.2573e8 1.7695e8 4.3200e8 0.0000 0.0000 984.0000 (NONE) 50. 0. No
Rectangle 46,080.0000 38,400.0000 38,400.0000 2.8623e8 1.4156e8 2.2118e8 0.0000 0.0000 864.0000 (NONE) 50. 0. Yes
INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
2009 0.0000 34.4583 0.0000 all free all free Global Yes
2008 0.0000 33.9375 6.2500 all free all free Global Yes
2007 0.0000 33.4166 12.5000 all free all free Global Yes
2006 0.0000 32.8958 18.7500 all free all free Global Yes
2005 0.0000 32.3750 25.0000 all free all free Global Yes
2004 0.0000 31.8542 31.2500 all free all free Global Yes
2003 0.0000 31.3333 37.5000 all free all free Global Yes
2002 0.0000 30.8125 43.7500 all free all free Global Yes
2001 0.0000 29.7708 56.2500 all free all free Global Yes
2000 0.0000 29.2500 62.5000 all free all free Global Yes
1009 0.0000 -29.2500 62.5000 all free all free Global Yes
1008 0.0000 -29.7708 56.2500 all free all free Global Yes
1007 0.0000 -30.8125 43.7500 all free all free Global Yes
1006 0.0000 -31.3333 37.5000 all free all free Global Yes
1005 0.0000 -31.8542 31.2500 all free all free Global Yes
1004 0.0000 -32.3750 25.0000 all free all free Global Yes
1003 0.0000 -32.8958 18.7500 all free all free Global Yes
1002 0.0000 -33.4166 12.5000 all free all free Global Yes
1001 0.0000 -33.9375 6.2500 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 5

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
1000 0.0000 -34.4583 0.0000 all free all free Global Yes
330 0.0000 -6.2500 62.5000 all free all free Global Yes
329 0.0000 18.7500 62.5000 all free all free Global Yes
328 0.0000 -18.7500 62.5000 all free all free Global Yes
327 0.0000 6.2500 62.5000 all free all free Global Yes
325 0.0000 -25.0000 62.5000 all free all free Global Yes
324 0.0000 0.0000 62.5000 all free all free Global Yes
323 0.0000 25.0000 62.5000 all free all free Global Yes
322 0.0000 12.5000 62.5000 all free all free Global Yes
321 0.0000 -12.5000 62.5000 all free all free Global Yes
317 0.0000 -6.2500 56.2500 all free all free Global Yes
316 0.0000 18.7500 56.2500 all free all free Global Yes
315 0.0000 -18.7500 56.2500 all free all free Global Yes
314 0.0000 6.2500 56.2500 all free all free Global Yes
312 0.0000 -25.0000 56.2500 all free all free Global Yes
311 0.0000 0.0000 56.2500 all free all free Global Yes
310 0.0000 25.0000 56.2500 all free all free Global Yes
309 0.0000 12.5000 56.2500 all free all free Global Yes
308 0.0000 -12.5000 56.2500 all free all free Global Yes
304 0.0000 -6.2500 43.7500 all free all free Global Yes
303 0.0000 18.7500 43.7500 all fixed all fixed Global Yes
302 0.0000 -18.7500 43.7500 all fixed all fixed Global Yes
301 0.0000 6.2500 43.7500 all free all free Global Yes
299 0.0000 -25.0000 43.7500 all free all free Global Yes
298 0.0000 0.0000 43.7500 all free all free Global Yes
297 0.0000 25.0000 43.7500 all free all free Global Yes
296 0.0000 12.5000 43.7500 all free all free Global Yes
295 0.0000 -12.5000 43.7500 all free all free Global Yes
291 0.0000 -6.2500 37.5000 all free all free Global Yes
290 0.0000 18.7500 37.5000 all free all free Global Yes
289 0.0000 -18.7500 37.5000 all free all free Global Yes
288 0.0000 6.2500 37.5000 all free all free Global Yes
286 0.0000 -25.0000 37.5000 all free all free Global Yes
285 0.0000 0.0000 37.5000 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 6

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
284 0.0000 25.0000 37.5000 all free all free Global Yes
283 0.0000 12.5000 37.5000 all free all free Global Yes
282 0.0000 -12.5000 37.5000 all free all free Global Yes
279 0.0000 -31.2500 31.2500 all free all free Global Yes
278 0.0000 -6.2500 31.2500 all free all free Global Yes
277 0.0000 18.7500 31.2500 all free all free Global Yes
276 0.0000 -18.7500 31.2500 all free all free Global Yes
275 0.0000 6.2500 31.2500 all free all free Global Yes
274 0.0000 31.2500 31.2500 all free all free Global Yes
273 0.0000 -25.0000 31.2500 all free all free Global Yes
272 0.0000 0.0000 31.2500 all free all free Global Yes
271 0.0000 25.0000 31.2500 all free all free Global Yes
270 0.0000 12.5000 31.2500 all free all free Global Yes
269 0.0000 -12.5000 31.2500 all free all free Global Yes
266 0.0000 -31.2500 25.0000 all free all free Global Yes
265 0.0000 -6.2500 25.0000 all free all free Global Yes
264 0.0000 18.7500 25.0000 all free all free Global Yes
263 0.0000 -18.7500 25.0000 all free all free Global Yes
262 0.0000 6.2500 25.0000 all free all free Global Yes
261 0.0000 31.2500 25.0000 all free all free Global Yes
260 0.0000 -25.0000 25.0000 all free all free Global Yes
259 0.0000 0.0000 25.0000 all free all free Global Yes
258 0.0000 25.0000 25.0000 all free all free Global Yes
257 0.0000 12.5000 25.0000 all free all free Global Yes
256 0.0000 -12.5000 25.0000 all free all free Global Yes
253 0.0000 -31.2500 18.7500 all free all free Global Yes
252 0.0000 -6.2500 18.7500 all free all free Global Yes
251 0.0000 18.7500 18.7500 all free all free Global Yes
250 0.0000 -18.7500 18.7500 all free all free Global Yes
249 0.0000 6.2500 18.7500 all free all free Global Yes
248 0.0000 31.2500 18.7500 all free all free Global Yes
247 0.0000 -25.0000 18.7500 all free all free Global Yes
246 0.0000 0.0000 18.7500 all free all free Global Yes
245 0.0000 25.0000 18.7500 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 7

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
244 0.0000 12.5000 18.7500 all free all free Global Yes
243 0.0000 -12.5000 18.7500 all free all free Global Yes
240 0.0000 -31.2500 12.5000 all free all free Global Yes
239 0.0000 -6.2500 12.5000 all free all free Global Yes
238 0.0000 18.7500 12.5000 all free all free Global Yes
237 0.0000 -18.7500 12.5000 all free all free Global Yes
236 0.0000 6.2500 12.5000 all free all free Global Yes
235 0.0000 31.2500 12.5000 all free all free Global Yes
234 0.0000 -25.0000 12.5000 all free all free Global Yes
233 0.0000 0.0000 12.5000 all free all free Global Yes
232 0.0000 25.0000 12.5000 all free all free Global Yes
231 0.0000 12.5000 12.5000 all free all free Global Yes
230 0.0000 -12.5000 12.5000 all free all free Global Yes
227 0.0000 -31.2500 6.2500 all free all free Global Yes
226 0.0000 -6.2500 6.2500 all free all free Global Yes
225 0.0000 18.7500 6.2500 all free all free Global Yes
224 0.0000 -18.7500 6.2500 all free all free Global Yes
223 0.0000 6.2500 6.2500 all free all free Global Yes
222 0.0000 31.2500 6.2500 all free all free Global Yes
221 0.0000 -25.0000 6.2500 all free all free Global Yes
220 0.0000 0.0000 6.2500 all free all free Global Yes
219 0.0000 25.0000 6.2500 all free all free Global Yes
218 0.0000 12.5000 6.2500 all free all free Global Yes
217 0.0000 -12.5000 6.2500 all free all free Global Yes
212 0.0000 -31.2500 0.0000 all free all free Global Yes
211 0.0000 -6.2500 0.0000 all free all free Global Yes
210 0.0000 18.7500 0.0000 all free all free Global Yes
209 0.0000 -18.7500 0.0000 all free all free Global Yes
208 0.0000 6.2500 0.0000 all free all free Global Yes
207 0.0000 31.2500 0.0000 all free all free Global Yes
206 0.0000 43.7500 0.0000 all free all free Global Yes
205 0.0000 -43.7500 0.0000 all free all free Global Yes
204 0.0000 -25.0000 0.0000 all free all free Global Yes
203 0.0000 0.0000 0.0000 all free all free Global Yes
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 8

INPUT : Joints
ID
X
(ft)
Y
(ft)
Z
(ft)
Translation DOF Rotation DOF Displacement UCS Assignment
202 0.0000 25.0000 0.0000 all free all free Global Yes
201 0.0000 50.0000 0.0000 all free all free Global Yes
200 0.0000 -50.0000 0.0000 all free all free Global Yes
4 0.0000 37.5000 0.0000 all free all free Global Yes
3 0.0000 12.5000 0.0000 all free all free Global Yes
2 0.0000 -12.5000 0.0000 all free all free Global Yes
1 0.0000 -37.5000 0.0000 all free all free Global Yes
2010 0.0000 30.2917 50.0000 all free all free Global Yes
2011 0.0000 25.0000 50.0000 all free all free Global Yes
2012 0.0000 18.7500 50.0000 all free all free Global Yes
2013 0.0000 12.5000 50.0000 all free all free Global Yes
2014 0.0000 6.2500 50.0000 all free all free Global Yes
2015 0.0000 0.0000 50.0000 all free all free Global Yes
2016 0.0000 -6.2500 50.0000 all free all free Global Yes
2017 0.0000 -12.5000 50.0000 all free all free Global Yes
2018 0.0000 -18.7500 50.0000 all free all free Global Yes
2019 0.0000 -25.0000 50.0000 all free all free Global Yes
2020 0.0000 -30.2917 50.0000 all free all free Global Yes
INPUT : Members
ID I-Joint J-Joint Span Type Section at Start Section at End Material
Prestress
Force (kips)
Length (ft)
Rigid Zone
from Start
(x/L)
Rigid Zone
from End
(x/L)
Orientation
Angle (deg)
Castin
g (day)
Structure /
Construction
Group
1 4 2009 – Beam Rectangle (same as start) Fc_3 0.0000 3.0417 0.0000 0.0000 90.0000 0 (none)
3 3 208 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
5 2 209 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
6 1 205 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
7 201 206 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
8 202 210 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
9 203 211 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
10 204 212 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
11 205 200 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
12 206 4 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
13 207 202 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 9

INPUT : Members
ID I-Joint J-Joint Span Type Section at Start Section at End Material
Prestress
Force (kips)
Length (ft)
Rigid Zone
from Start
(x/L)
Rigid Zone
from End
(x/L)
Orientation
Angle (deg)
Castin
g (day)
Structure /
Construction
Group
14 208 203 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
15 209 204 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
16 210 3 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
17 211 2 – Beam Rectangle (same as start) Fc_3 0.0000 6.25 0.0000 0.0000 90.0000 0 (none)
18 212 1000 – Beam Rectangle (same as start) Fc_3 0.0000 3.2083 0.0000 0.0000 90.0000 0 (none)
19 2009 207 – Beam Rectangle (same as start) Fc_3 0.0000 3.2083 0.0000 0.0000 90.0000 0 (none)
20 1000 1 – Beam Rectangle (same as start) Fc_3 0.0000 3.0417 0.0000 0.0000 90.0000 0 (none)
INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
1 Thin Shell 2008 2009 207 222 Fc_3 WTLS 114.0000 18.4243 (none)
2 Thin Shell 227 212 1000 1001 Fc_3 WTLS 114.0000 18.4243 (none)
3 Thin Shell 222 207 202 219 Fc_3 WTLS 114.0000 39.0625 (none)
4 Thin Shell 219 202 210 225 Fc_3 WTLS 114.0000 39.0625 (none)
5 Thin Shell 225 210 3 218 Fc_3 WTLS 114.0000 39.0625 (none)
6 Thin Shell 218 3 208 223 Fc_3 WTLS 48.0000 39.0625 (none)
7 Thin Shell 223 208 203 220 Fc_3 WTLS 48.0000 39.0625 (none)
8 Thin Shell 220 203 211 226 Fc_3 WTLS 48.0000 39.0625 (none)
9 Thin Shell 226 211 2 217 Fc_3 WTLS 48.0000 39.0625 (none)
10 Thin Shell 217 2 209 224 Fc_3 WTLS 114.0000 39.0625 (none)
11 Thin Shell 224 209 204 221 Fc_3 WTLS 114.0000 39.0625 (none)
12 Thin Shell 221 204 212 227 Fc_3 WTLS 114.0000 39.0625 (none)
13 Thin Shell 2007 2008 222 235 Fc_3 WTLS 110.0000 15.1691 (none)
14 Thin Shell 240 227 1001 1002 Fc_3 WTLS 110.0000 15.1691 (none)
15 Thin Shell 235 222 219 232 Fc_3 WTLS 110.0000 39.0625 (none)
16 Thin Shell 232 219 225 238 Fc_3 WTLS 110.0000 39.0625 (none)
17 Thin Shell 238 225 218 231 Fc_3 WTLS 110.0000 39.0625 (none)
18 Thin Shell 231 218 223 236 Fc_3 WTLS 48.0000 39.0625 (none)
19 Thin Shell 236 223 220 233 Fc_3 WTLS 48.0000 39.0625 (none)
20 Thin Shell 233 220 226 239 Fc_3 WTLS 48.0000 39.0625 (none)
21 Thin Shell 239 226 217 230 Fc_3 WTLS 48.0000 39.0625 (none)
22 Thin Shell 230 217 224 237 Fc_3 WTLS 110.0000 39.0625 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 10

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
23 Thin Shell 237 224 221 234 Fc_3 WTLS 110.0000 39.0625 (none)
24 Thin Shell 234 221 227 240 Fc_3 WTLS 110.0000 39.0625 (none)
25 Thin Shell 2006 2007 235 248 Fc_3 WTLS 106.0000 11.9139 (none)
26 Thin Shell 253 240 1002 1003 Fc_3 WTLS 106.0000 11.9139 (none)
27 Thin Shell 248 235 232 245 Fc_3 WTLS 106.0000 39.0625 (none)
28 Thin Shell 245 232 238 251 Fc_3 WTLS 106.0000 39.0625 (none)
29 Thin Shell 251 238 231 244 Fc_3 WTLS 106.0000 39.0625 (none)
30 Thin Shell 244 231 236 249 Fc_3 WTLS 48.0000 39.0625 (none)
31 Thin Shell 249 236 233 246 Fc_3 WTLS 48.0000 39.0625 (none)
32 Thin Shell 246 233 239 252 Fc_3 WTLS 48.0000 39.0625 (none)
33 Thin Shell 252 239 230 243 Fc_3 WTLS 48.0000 39.0625 (none)
34 Thin Shell 243 230 237 250 Fc_3 WTLS 106.0000 39.0625 (none)
35 Thin Shell 250 237 234 247 Fc_3 WTLS 106.0000 39.0625 (none)
36 Thin Shell 247 234 240 253 Fc_3 WTLS 106.0000 39.0625 (none)
37 Thin Shell 2005 2006 248 261 Fc_3 WTLS 102.0000 8.6587 (none)
38 Thin Shell 266 253 1003 1004 Fc_3 WTLS 102.0000 8.6587 (none)
39 Thin Shell 261 248 245 258 Fc_3 WTLS 102.0000 39.0625 (none)
40 Thin Shell 258 245 251 264 Fc_3 WTLS 102.0000 39.0625 (none)
41 Thin Shell 264 251 244 257 Fc_3 WTLS 102.0000 39.0625 (none)
42 Thin Shell 257 244 249 262 Fc_3 WTLS 48.0000 39.0625 (none)
43 Thin Shell 262 249 246 259 Fc_3 WTLS 48.0000 39.0625 (none)
44 Thin Shell 259 246 252 265 Fc_3 WTLS 48.0000 39.0625 (none)
45 Thin Shell 265 252 243 256 Fc_3 WTLS 48.0000 39.0625 (none)
46 Thin Shell 256 243 250 263 Fc_3 WTLS 102.0000 39.0625 (none)
47 Thin Shell 263 250 247 260 Fc_3 WTLS 102.0000 39.0625 (none)
48 Thin Shell 260 247 253 266 Fc_3 WTLS 102.0000 39.0625 (none)
49 Thin Shell 2004 2005 261 274 Fc_3 WTLS 98.0000 5.4035 (none)
50 Thin Shell 279 266 1004 1005 Fc_3 WTLS 98.0000 5.4035 (none)
51 Thin Shell 274 261 258 271 Fc_3 WTLS 98.0000 39.0625 (none)
52 Thin Shell 271 258 264 277 Fc_3 WTLS 98.0000 39.0625 (none)
53 Thin Shell 277 264 257 270 Fc_3 WTLS 98.0000 39.0625 (none)
54 Thin Shell 270 257 262 275 Fc_3 WTLS 48.0000 39.0625 (none)
55 Thin Shell 275 262 259 272 Fc_3 WTLS 48.0000 39.0625 (none)
56 Thin Shell 272 259 265 278 Fc_3 WTLS 48.0000 39.0625 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 11

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
57 Thin Shell 278 265 256 269 Fc_3 WTLS 48.0000 39.0625 (none)
58 Thin Shell 269 256 263 276 Fc_3 WTLS 98.0000 39.0625 (none)
59 Thin Shell 276 263 260 273 Fc_3 WTLS 98.0000 39.0625 (none)
60 Thin Shell 273 260 266 279 Fc_3 WTLS 98.0000 39.0625 (none)
63 Thin Shell 2003 274 271 284 Fc_3 WTLS 94.0000 39.3229 (none)
64 Thin Shell 284 271 277 290 Fc_3 WTLS 94.0000 39.0625 (none)
65 Thin Shell 290 277 270 283 Fc_3 WTLS 94.0000 39.0625 (none)
66 Thin Shell 283 270 275 288 Fc_3 WTLS 48.0000 39.0625 (none)
67 Thin Shell 288 275 272 285 Fc_3 WTLS 48.0000 39.0625 (none)
68 Thin Shell 285 272 278 291 Fc_3 WTLS 48.0000 39.0625 (none)
69 Thin Shell 291 278 269 282 Fc_3 WTLS 48.0000 39.0625 (none)
70 Thin Shell 282 269 276 289 Fc_3 WTLS 94.0000 39.0625 (none)
71 Thin Shell 289 276 273 286 Fc_3 WTLS 94.0000 39.0625 (none)
72 Thin Shell 286 273 279 1006 Fc_3 WTLS 94.0000 39.3229 (none)
75 Thin Shell 2002 2003 284 297 Fc_3 WTLS 90.0000 37.9557 (none)
76 Thin Shell 297 284 290 303 Fc_3 WTLS 90.0000 39.0625 (none)
77 Thin Shell 303 290 283 296 Fc_3 WTLS 90.0000 39.0625 (none)
78 Thin Shell 296 283 288 301 Fc_3 WTLS 48.0000 39.0625 (none)
79 Thin Shell 301 288 285 298 Fc_3 WTLS 48.0000 39.0625 (none)
80 Thin Shell 298 285 291 304 Fc_3 WTLS 48.0000 39.0625 (none)
81 Thin Shell 304 291 282 295 Fc_3 WTLS 48.0000 39.0625 (none)
82 Thin Shell 295 282 289 302 Fc_3 WTLS 90.0000 39.0625 (none)
83 Thin Shell 302 289 286 299 Fc_3 WTLS 90.0000 39.0625 (none)
84 Thin Shell 299 286 1006 1007 Fc_3 WTLS 90.0000 37.9557 (none)
87 Thin Shell 2001 2010 2011 310 Fc_3 WTLS 82.0000 31.4453 (none)
88 Thin Shell 310 2011 2012 316 Fc_3 WTLS 82.0000 39.0625 (none)
89 Thin Shell 316 2012 2013 309 Fc_3 WTLS 82.0000 39.0625 (none)
90 Thin Shell 309 2013 2014 314 Fc_3 WTLS 48.0000 39.0625 (none)
91 Thin Shell 314 2014 2015 311 Fc_3 WTLS 48.0000 39.0625 (none)
92 Thin Shell 311 2015 2016 317 Fc_3 WTLS 48.0000 39.0625 (none)
93 Thin Shell 317 2016 2017 308 Fc_3 WTLS 48.0000 39.0625 (none)
94 Thin Shell 308 2017 2018 315 Fc_3 WTLS 82.0000 39.0625 (none)
95 Thin Shell 315 2018 2019 312 Fc_3 WTLS 82.0000 39.0625 (none)
96 Thin Shell 312 2019 2020 1008 Fc_3 WTLS 82.0000 31.4453 (none)
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 12

INPUT : Plates
ID Type I-Joint J-Joint K-Joint L-Joint Material Thickness (in) Area (ft²) Structure / Construction Group
99 Thin Shell 2000 2001 310 323 Fc_3 WTLS 78.0000 28.1901 (none)
100 Thin Shell 323 310 316 329 Fc_3 WTLS 78.0000 39.0625 (none)
101 Thin Shell 329 316 309 322 Fc_3 WTLS 78.0000 39.0625 (none)
102 Thin Shell 322 309 314 327 Fc_3 WTLS 48.0000 39.0625 (none)
103 Thin Shell 327 314 311 324 Fc_3 WTLS 48.0000 39.0625 (none)
104 Thin Shell 324 311 317 330 Fc_3 WTLS 48.0000 39.0625 (none)
105 Thin Shell 330 317 308 321 Fc_3 WTLS 48.0000 39.0625 (none)
106 Thin Shell 321 308 315 328 Fc_3 WTLS 78.0000 39.0625 (none)
107 Thin Shell 328 315 312 325 Fc_3 WTLS 78.0000 39.0625 (none)
108 Thin Shell 325 312 1008 1009 Fc_3 WTLS 78.0000 28.1901 (none)
109 Thin Shell 2010 2002 297 2011 Fc_3 WTLS 86.0000 34.7005 (none)
110 Thin Shell 2011 297 303 2012 Fc_3 WTLS 86.0000 39.0625 (none)
111 Thin Shell 2012 303 296 2013 Fc_3 WTLS 86.0000 39.0625 (none)
112 Thin Shell 2013 296 301 2014 Fc_3 WTLS 48.0000 39.0625 (none)
113 Thin Shell 2014 301 298 2015 Fc_3 WTLS 48.0000 39.0625 (none)
114 Thin Shell 2015 298 304 2016 Fc_3 WTLS 48.0000 39.0625 (none)
115 Thin Shell 2016 304 295 2017 Fc_3 WTLS 48.0000 39.0625 (none)
116 Thin Shell 2017 295 302 2018 Fc_3 WTLS 86.0000 39.0625 (none)
117 Thin Shell 2018 302 299 2019 Fc_3 WTLS 86.0000 39.0625 (none)
118 Thin Shell 2019 299 1007 2020 Fc_3 WTLS 86.0000 34.7005 (none)
119 Thin Shell 1006 279 1005 (none) Fc_3 WTLS 94.0000 1.888 (none)
120 Thin Shell 2003 2004 274 (none) Fc_3 WTLS 94.0000 1.888 (none)
Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
1 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
5 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
6 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
7 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 13

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
8 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
9 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
10 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
11 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
12 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
13 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
14 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
15 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
16 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
17 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
18 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
19 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
20 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
21 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
22 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
23 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
24 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
25 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
26 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
27 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
28 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
29 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
30 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
31 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
32 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
33 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
34 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
35 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
36 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
37 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
38 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
39 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
40 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
41 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 14

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
42 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
43 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
44 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
45 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
46 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
47 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
48 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
49 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
50 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
51 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
52 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
53 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
54 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
55 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
56 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
57 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
58 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
59 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
60 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
61 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
62 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
63 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
64 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
65 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
66 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
67 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
68 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
69 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
70 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
71 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
72 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
73 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
74 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
75 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 15

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
76 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
77 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
78 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
79 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
80 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
81 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.0000 No No 4 0 0 0 0 0 0 0
82 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
83 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
84 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
85 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
86 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
87 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
88 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
89 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
90 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
91 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
92 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
93 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
94 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
95 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
96 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
97 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
98 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
99 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
100 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
101 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
102 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
103 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
104 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
105 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
106 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
107 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
108 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
109 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 16

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
110 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
111 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
112 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
113 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
114 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
115 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
116 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
117 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
118 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
119 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
120 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
121 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
122 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
123 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
124 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
125 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
126 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
127 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
128 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
129 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
130 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
131 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
132 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
133 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
134 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
135 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
136 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
137 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
138 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
139 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
140 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
141 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
142 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
143 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 17

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
144 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
145 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
146 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
147 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
148 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
149 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
150 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
151 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
152 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
153 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
154 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
155 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
156 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
157 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
158 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
159 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
160 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
161 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
162 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
163 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
164 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
165 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
166 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
167 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
168 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
169 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
170 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
171 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
172 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
173 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
174 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
175 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
176 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
177 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 18

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
178 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
179 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
180 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
181 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
182 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
183 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
184 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
185 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
186 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
187 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
188 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
189 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
190 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
191 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
192 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
193 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
194 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
195 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
196 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
197 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
198 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
199 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
200 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
201 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.4000 No No 4 0 0 0 0 0 0 0
202 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
203 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
204 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
205 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
206 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
207 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
208 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
209 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
210 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
211 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 19

Load Cases
ID Name Analysis Type Class
Stat
us
Weight
Factor
X
Weight
Factor
Y
Weight
Factor
Z
Is
Dynami
c
Assign
ed to
Load
# of
Joint
Loads
# of
Supp
ort
# of
Memb
er
# of
Memb
er
# of
Plate
Loads
# of
Movin
g
# of
THA
Loadi
# of
THA
Initial
212 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
213 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.5000 No No 4 0 0 0 0 0 0 0
214 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
215 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
216 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
217 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
218 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
219 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
220 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
221 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
222 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
223 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
224 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 Static None Acti 0.0000 0.0000 -0.9000 No No 4 0 0 0 0 0 0 0
225 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 Static None Acti 0.0000 0.0000 -1.2500 No No 4 0 0 0 0 0 0 0
LOAD CASE SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 28.2000 5.3300 6,899.4400 -293.8500 -748.8500 45.3300
2 20.0500 1.9100 6,607.0100 -340.3200 -627.2200 45.3600
3 11.8700 -2.1400 6,288.0100 -433.1200 -504.9300 45.4200
4 3.4900 -3.6500 7,177.0800 -464.0400 -380.7900 46.3900
LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,424.2300 -684.9700 5,716.8300 -17,777.0800 -8,299.6100 1,351.3100
2 -1,452.5500 -753.7700 7,184.5400 -19,099.6100 -7,756.2600 1,347.5700
3 -1,480.8000 -844.6900 8,588.9400 -20,765.6300 -7,067.5300 1,332.9100
4 -1,505.8000 -973.1200 11,215.9400 -22,709.2100 -6,325.9000 1,328.0100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 20

LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,425.0900 -673.6900 2,884.4500 -17,160.5300 -7,400.6100 1,362.6900
2 -1,450.7400 -749.9100 4,385.1700 -18,770.7800 -7,275.9600 1,358.9500
3 -1,479.2700 -845.7500 5,852.5400 -20,641.0500 -6,830.9500 1,344.3000
4 -1,505.0200 -986.3100 8,338.4200 -23,032.1100 -6,592.6700 1,339.4200
LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,557.6200 -689.7000 5,714.4500 -18,067.2600 4,217.1600 1,218.8900
2 1,528.3000 -754.3200 7,183.5900 -19,178.5000 5,637.1100 1,223.9800
3 1,497.4000 -842.6900 8,589.9900 -20,714.8000 6,978.7100 1,239.2100
4 1,461.8300 -969.9800 11,218.1900 -22,614.1800 8,330.1200 1,243.1500
LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,553.6700 -681.8700 2,880.4400 -17,670.7700 3,555.0900 1,267.0900
2 1,526.3300 -752.4900 4,383.4100 -18,974.8100 5,177.2400 1,272.1600
3 1,497.8600 -842.9700 5,853.6800 -20,570.4600 6,654.3400 1,287.3300
4 1,463.7100 -978.5900 8,343.0100 -22,772.4500 8,458.9800 1,291.2500
LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -316.8500 -2,018.3000 -1,095.0200 -56,907.7700 -6,395.0800 2,777.1800
2 -397.0800 -2,331.5700 4,369.1300 -65,036.8300 -6,186.2800 2,777.2600
3 -539.0200 -2,654.3800 9,745.3800 -72,880.5000 -2,777.3100 2,773.0600
4 -636.8200 -3,086.3400 16,215.3800 -81,440.6600 -513.4800 2,770.5900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 21

LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -320.3000 -1,999.7400 -2,127.6100 -56,329.1100 -6,003.7300 2,774.1300
2 -394.0000 -2,322.9400 3,259.3800 -64,568.3600 -6,266.0600 2,774.1900
3 -534.1800 -2,658.0200 8,653.7800 -72,601.3300 -3,031.3700 2,769.9700
4 -641.3200 -3,104.7900 15,147.0100 -81,601.3100 -480.4500 2,767.4900
LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 693.1100 -2,020.1000 -1,099.6000 -57,063.5500 -503.2500 2,606.3700
2 575.7500 -2,332.9200 4,379.5000 -65,119.6900 2,693.7700 2,609.0900
3 473.4400 -2,655.2300 9,736.0600 -72,898.5500 4,156.1200 2,613.7300
4 336.5900 -3,082.1900 16,218.9000 -81,179.8800 6,545.3100 2,613.8400
LOAD CASE SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 692.9700 -2,001.3400 -2,121.6000 -56,461.3800 -880.5000 2,649.8300
2 573.6100 -2,323.8000 3,256.2100 -64,640.2200 2,800.8700 2,652.5500
3 468.5400 -2,658.8200 8,642.3100 -72,615.0600 4,440.3700 2,657.1900
4 343.4900 -3,101.2800 15,155.6600 -81,370.0500 6,383.9200 2,657.3100
LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,045.3500 -594.4200 6,209.8200 -15,762.7800 -8,799.7500 938.2200
2 -1,070.6500 -646.5500 7,156.1200 -16,705.2800 -8,060.6700 935.3800
3 -1,097.3500 -716.8400 8,053.4200 -17,964.4900 -7,150.7300 924.2000
4 -1,121.6000 -816.7900 10,156.4500 -19,445.1500 -6,098.4100 920.4600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 22

LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,047.3600 -589.8200 3,939.2900 -15,523.6100 -8,317.8100 967.0500
2 -1,071.0000 -644.9800 4,921.9000 -16,603.7000 -7,853.9200 964.2200
3 -1,096.4500 -716.5900 5,869.1500 -17,936.0900 -7,192.4600 953.0700
4 -1,120.0500 -823.1000 7,859.6100 -19,618.0200 -6,509.0900 949.3300
LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,169.4300 -596.2400 6,208.6200 -15,873.1800 5,197.0500 879.6300
2 1,142.3500 -646.7600 7,156.3100 -16,734.8400 6,115.5100 883.5300
3 1,115.8600 -716.1200 8,053.3200 -17,946.0800 6,913.3100 895.2000
4 1,087.7200 -815.6200 10,157.4400 -19,406.3100 7,539.8500 898.2100
LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,169.8200 -594.5200 3,935.9400 -15,793.1300 4,802.5500 869.0400
2 1,142.7200 -646.2300 4,921.5700 -16,709.3200 5,927.0700 872.9400
3 1,116.0400 -714.7500 5,871.2000 -17,900.1200 6,902.5700 884.6200
4 1,086.5000 -819.1600 7,861.2100 -19,498.9700 7,924.6900 887.6300
LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -201.0300 -1,781.5100 1,243.1000 -49,099.7300 -5,876.7300 2,068.1800
2 -294.4200 -2,015.0700 5,069.6100 -55,207.2900 -3,956.1900 2,068.3500
3 -393.3300 -2,278.2000 8,771.7400 -61,442.0800 -1,754.4500 2,065.1800
4 -465.9400 -2,667.1900 13,654.9300 -69,233.8900 -237.0700 2,063.2100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 23

LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -208.3600 -1,769.8800 437.3200 -48,592.9100 -5,459.2500 2,090.7500
2 -287.1000 -2,011.2500 4,230.9700 -54,765.7200 -4,207.7800 2,090.9000
3 -390.5500 -2,280.1500 7,947.1100 -61,122.8300 -1,871.6700 2,087.7200
4 -468.7000 -2,677.4500 12,811.2700 -69,190.8300 -217.4800 2,085.7400
LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 519.1900 -1,782.6700 1,241.6300 -49,208.6100 -479.4700 2,000.5400
2 431.5900 -2,015.4600 5,074.8400 -55,228.2400 1,246.1200 2,002.7100
3 348.1900 -2,278.8800 8,765.4100 -61,454.1400 2,681.5000 2,006.3300
4 240.2800 -2,664.6600 13,657.5100 -69,071.2700 4,862.7400 2,006.3400
LOAD CASE SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 519.2300 -1,771.1700 431.5100 -48,726.4100 -514.1200 2,033.9500
2 429.1800 -2,011.5200 4,240.8300 -54,794.5300 1,346.4500 2,036.1300
3 345.9200 -2,280.7600 7,942.1600 -61,141.5900 2,767.2900 2,039.7500
4 244.9600 -2,675.1200 12,812.1900 -69,036.9100 4,692.0900 2,039.7700
LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,800.5200 -850.7500 5,810.3000 -14,282.0700 -20,214.1800 899.3100
2 -1,824.6400 -953.7700 7,201.0500 -15,720.4300 -20,565.8700 893.5500
3 -1,856.0500 -1,093.5900 8,530.6000 -17,552.2000 -20,510.0500 872.3400
4 -1,879.5300 -1,320.9700 11,080.2200 -20,217.7900 -20,618.5900 865.5800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 24

LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,804.6100 -848.0700 3,000.6900 -13,691.1000 -19,027.0400 999.4100
2 -1,829.0200 -951.5100 4,420.8000 -15,072.7300 -19,680.1500 993.7000
3 -1,855.1700 -1,091.4200 5,794.9700 -16,858.3600 -20,104.6800 972.6400
4 -1,870.7200 -1,325.7000 8,183.6200 -19,651.5900 -21,015.2900 965.9300
LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,966.1400 -857.1600 5,807.0100 -14,566.7700 18,402.5800 481.2500
2 1,923.5700 -955.9700 7,202.6500 -15,811.4200 19,851.3100 488.3500
3 1,885.7100 -1,091.6800 8,533.7800 -17,472.7800 21,016.6700 510.7900
4 1,836.2700 -1,314.1800 11,077.9200 -19,950.6900 22,504.2900 516.9500
LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,969.1400 -854.5300 2,999.0600 -13,970.8500 17,285.4300 406.8700
2 1,925.7900 -954.1900 4,421.3100 -15,175.7100 19,035.6100 413.9900
3 1,884.7600 -1,090.1400 5,797.3400 -16,793.3700 20,566.8600 436.5200
4 1,829.4700 -1,317.8300 8,182.2100 -19,329.5900 22,733.1500 442.7100
LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -439.6200 -2,579.5200 -812.6600 -45,520.3300 -7,716.4600 1,566.1600
2 -516.4800 -3,009.1500 4,495.0500 -54,077.6400 -8,252.9000 1,565.3200
3 -643.5400 -3,480.7700 9,634.9700 -62,146.1900 -6,467.8900 1,558.6500
4 -721.6000 -4,183.2900 15,878.9400 -71,236.9100 -5,625.0400 1,555.5700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 25

LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -441.7100 -2,556.5900 -1,852.9300 -44,729.7100 -7,454.3100 1,556.0100
2 -512.7300 -3,002.0600 3,385.8900 -53,441.8300 -8,318.5400 1,555.1500
3 -642.5700 -3,487.1900 8,538.1700 -61,759.8300 -6,492.1700 1,548.4600
4 -724.2200 -4,203.5400 14,788.7400 -71,284.3800 -5,613.0600 1,545.3800
LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 812.1400 -2,581.8500 -812.0700 -45,704.5400 3,807.0300 1,175.2100
2 694.6700 -3,010.9100 4,496.4600 -54,141.7400 6,664.3100 1,178.5700
3 600.5000 -3,480.3600 9,632.1800 -62,074.9600 7,982.6000 1,186.0800
4 464.8900 -4,179.2800 15,879.7600 -70,989.9000 10,171.3600 1,187.1600
LOAD CASE SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 813.7400 -2,559.6500 -1,849.1500 -44,941.6500 3,457.0800 1,193.4600
2 689.8400 -3,003.9400 3,382.8100 -53,522.8900 6,802.9700 1,196.8300
3 601.3000 -3,486.9800 8,533.7500 -61,707.0400 7,979.2400 1,204.3400
4 467.2100 -4,198.5400 14,792.4800 -71,003.2600 10,155.3500 1,205.4300
LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,300.6600 -790.2300 6,072.1800 -14,437.2300 -14,826.7600 437.8100
2 -1,324.5300 -878.5200 7,107.9800 -15,563.2700 -14,580.0400 433.4100
3 -1,351.6000 -999.5400 8,084.9500 -17,040.0600 -14,116.8100 417.3900
4 -1,379.4900 -1,192.1100 10,269.0500 -19,008.8500 -13,446.6400 412.3200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 26

LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -1,304.2400 -782.5400 3,798.6200 -13,854.7400 -14,146.9600 512.3700
2 -1,326.5000 -875.6000 4,860.5500 -15,167.8500 -14,254.4000 508.0000
3 -1,352.4200 -999.4500 5,881.3500 -16,738.8200 -14,088.8900 492.0700
4 -1,373.0500 -1,201.9100 7,943.3200 -19,045.3400 -13,995.5400 487.0200
LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,444.5000 -793.4100 6,071.4300 -14,579.8200 13,416.1000 354.2800
2 1,414.9300 -879.0700 7,108.4400 -15,585.4000 14,054.1200 359.5800
3 1,387.2100 -998.3800 8,085.8400 -16,992.7900 14,540.2300 376.3600
4 1,357.6400 -1,189.4000 10,268.4500 -18,901.6600 14,917.5500 380.9900
LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 1,447.1800 -787.5700 3,797.2300 -14,075.1100 12,802.1000 300.5100
2 1,415.8300 -876.8300 4,861.2800 -15,220.3000 13,752.3700 305.8100
3 1,388.5700 -997.4000 5,883.3700 -16,655.0800 14,458.3100 322.6400
4 1,352.5600 -1,197.5400 7,941.8000 -18,862.1600 15,378.0900 327.2900
LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -300.9400 -2,420.7300 939.0400 -43,090.9400 -5,841.8400 962.6900
2 -374.1200 -2,769.7100 5,007.5000 -49,754.1800 -5,076.1100 962.0500
3 -450.0200 -3,191.7100 8,870.5100 -56,435.0400 -4,165.0700 957.1900
4 -502.4300 -3,847.4600 13,925.5800 -64,628.0500 -3,702.2100 954.9800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 27

LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -306.3900 -2,406.2900 104.1900 -42,348.0600 -5,567.1400 970.3600
2 -367.6300 -2,766.0300 4,140.4600 -49,194.3900 -5,241.4400 969.7100
3 -448.4800 -3,195.1000 8,011.7200 -56,087.4600 -4,183.8400 964.8200
4 -505.1300 -3,859.8200 13,042.6000 -64,549.6700 -3,667.6800 962.6000
LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 573.6200 -2,421.9600 938.9200 -43,142.9500 3,155.4600 777.0700
2 508.3500 -2,770.7500 5,009.6400 -49,783.5900 4,078.5300 779.5100
3 438.8300 -3,191.6000 8,868.9700 -56,401.8500 5,124.6700 785.1200
4 343.4000 -3,845.1900 13,925.0500 -64,494.0100 6,753.2100 785.9800
LOAD CASE SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 575.1100 -2,407.5400 102.3100 -42,422.7900 3,061.5200 790.1000
2 504.5000 -2,767.1800 4,144.6100 -49,234.5400 4,185.1800 792.5500
3 439.1500 -3,195.1000 8,010.0700 -56,059.9200 5,072.9400 798.1700
4 345.4600 -3,857.2800 13,041.9700 -64,405.5000 6,688.4000 799.0400
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -357.0500 -20.4600 8,423.1400 -818.8900 -3,283.0300 86.0300
2 -366.4000 -22.3400 8,071.3700 -869.7100 -3,099.2300 85.8100
3 -375.5100 -26.3900 7,689.0900 -989.7600 -2,914.5800 84.8400
4 -383.7100 -29.9000 8,951.4300 -1,060.4300 -2,541.7200 84.4900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 28

LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 395.8800 6.1100 9,118.8300 -311.1000 397.0100 84.0800
2 386.9500 2.8400 8,677.3300 -375.5300 600.7000 84.3500
3 377.9800 -1.1400 8,201.7000 -492.4300 804.0600 85.3500
4 369.1600 -2.8200 9,453.1400 -528.2700 860.0600 85.4700
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -94.6900 -589.3900 4,111.0000 -13,439.9100 1,498.7500 -622.4800
2 -20.0300 -644.7200 5,296.7900 -14,349.7800 -66.1800 -622.6000
3 54.3100 -718.0400 6,444.6900 -15,534.1700 -1,622.6700 -622.5700
4 127.0800 -827.0500 9,192.4900 -17,070.5500 -3,119.6000 -621.9700
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 161.5900 798.0000 11,306.2100 15,581.5500 -3,746.7500 761.0900
2 72.9100 691.9700 9,492.6800 14,160.6100 -1,938.4100 761.2700
3 -18.7800 622.5200 7,601.0900 13,107.2800 -26.1000 761.3200
4 -111.5700 568.5200 6,988.1900 12,238.2900 1,924.6400 760.6900
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.6900 2,067.7300 -121.1800 1.8800 0.0500
2 -0.2400 0.1500 1,921.7400 -127.7100 2.0000 0.0500
3 -0.2500 -0.1900 1,775.0600 -132.4300 2.1100 0.0500
4 -0.2500 -0.4200 2,148.2200 -133.8100 2.2600 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 29

LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -193.9800 -20.4200 9,200.5700 -870.3000 -2,507.7300 55.8900
2 -200.2900 -22.3000 8,794.7600 -923.5100 -2,381.0200 55.7800
3 -206.6200 -26.5400 8,354.6100 -1,053.8600 -2,253.3800 55.2400
4 -212.8100 -29.9700 9,680.9900 -1,127.9100 -2,031.1400 55.0300
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 264.9900 794.8500 9,241.9900 15,482.3800 -5,820.5800 1,275.9000
2 102.8800 686.2300 7,237.0500 13,935.9600 -2,457.8600 1,276.1600
3 -62.4600 615.6000 5,151.2700 12,801.6100 1,008.0600 1,276.1900
4 -228.6800 562.2500 3,759.2400 11,931.9200 4,492.9600 1,275.4600
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -202.0000 -587.9400 6,326.6500 -13,240.3500 3,868.6300 -1,186.0800
2 -49.6500 -642.5600 7,695.6000 -14,113.8300 672.5500 -1,186.3000
3 101.2100 -714.6000 9,013.7200 -15,229.0200 -2,478.3800 -1,186.2600
4 244.6000 -812.3100 12,541.4800 -16,340.1400 -5,360.1700 -1,185.5100
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -332.5600 5.6900 8,487.1200 -279.1000 -3,660.3800 84.3300
2 -341.7100 2.7100 8,084.2000 -338.0400 -3,483.0900 84.1200
3 -350.9500 -0.9100 7,650.2800 -443.9300 -3,300.5300 83.2200
4 -359.2800 -2.4300 8,842.7400 -475.9100 -2,936.8500 82.8800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 30

LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 354.0100 -21.6400 6,400.1000 -755.4900 1,198.5900 63.9100
2 347.1900 -23.6300 6,143.5100 -802.7900 1,349.1100 64.1500
3 340.3400 -27.4900 5,862.9300 -907.0800 1,500.2400 65.0500
4 333.2700 -31.4000 6,814.6600 -981.8400 1,539.6100 65.1800
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -248.2200 -561.8000 3,914.4200 -12,561.3000 4,899.7600 -1,333.1100
2 -73.5900 -613.8800 5,273.9300 -13,416.8600 1,239.1400 -1,333.3600
3 100.5200 -683.0600 6,590.5900 -14,534.0700 -2,411.2100 -1,333.3400
4 270.5200 -786.1700 9,561.8300 -15,961.2100 -5,921.3700 -1,332.5900
LOAD CASE SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 284.5000 756.9200 11,591.6100 14,454.2000 -6,638.9800 1,436.9700
2 102.0500 657.1200 9,613.8700 13,159.3000 -2,913.8200 1,437.2500
3 -86.5200 591.4100 7,547.1200 12,160.7900 1,024.7300 1,437.2500
4 -277.0200 540.5400 6,705.6600 11,345.2700 5,027.7000 1,436.5300
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -339.0300 -24.2400 8,380.3000 -800.3800 -7,183.4500 58.8200
2 -348.9900 -23.4300 8,063.0100 -804.4200 -7,056.3200 58.5200
3 -359.1700 -25.3900 7,714.3400 -884.5600 -6,921.7300 57.2100
4 -382.5100 -25.0900 8,881.4200 -890.7100 -6,621.9600 58.0800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 31

LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 402.2400 7.8200 9,067.3500 -409.0700 4,917.9700 59.4200
2 391.1800 2.9900 8,667.1100 -474.1300 5,104.0400 59.7900
3 380.1800 -2.5600 8,231.7000 -599.3700 5,285.9800 61.2000
4 380.9200 -4.5400 9,391.2700 -634.5300 5,323.2900 62.8400
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -105.9300 -559.6900 4,243.3700 -8,797.9600 1,424.2200 -451.4400
2 -19.1500 -622.5900 5,354.1100 -9,527.4200 126.3600 -451.6100
3 67.5600 -710.7700 6,426.3200 -10,565.5100 -1,171.0600 -451.5400
4 154.7000 -862.7900 8,948.8300 -12,118.8600 -2,450.6200 -459.8200
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 194.7400 827.0800 11,094.0000 10,666.3600 -2,811.1300 550.3900
2 89.5800 686.6200 9,419.5900 9,258.7800 -1,262.0400 550.6300
3 -17.5000 599.1200 7,668.1500 8,243.7300 339.0900 550.7400
4 -125.9300 541.8100 7,115.0500 7,543.8500 1,948.7300 560.5600
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 32

LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 9.3100 -23.2800 9,157.1500 -860.2700 -1,912.8400 39.7000
2 2.2200 -23.1000 8,786.9500 -871.9700 -1,807.8800 39.7200
3 -4.9400 -25.7400 8,381.3400 -966.7900 -1,701.3100 39.6900
4 -13.4000 -25.8300 9,609.2000 -984.9800 -1,585.4300 40.5300
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 314.9900 822.8300 9,035.4700 10,480.0300 -4,690.8900 935.3300
2 122.8400 679.4800 7,164.5100 8,966.4700 -1,824.6100 935.7000
3 -70.5900 592.6300 5,211.8400 7,961.6000 1,069.8300 935.7600
4 -266.5400 536.5000 3,902.2400 7,286.1700 3,970.3100 950.5600
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -232.1800 -555.6100 6,453.2000 -8,470.8800 3,576.0200 -867.6600
2 -54.5900 -618.8400 7,749.9400 -9,203.0500 917.9500 -867.9600
3 122.5900 -707.3500 8,995.5500 -10,239.1500 -1,731.2600 -867.8800
4 296.7700 -850.6600 12,286.5100 -11,477.6500 -4,222.7600 -881.8500
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -324.4900 7.3200 8,435.5600 -364.8200 -7,387.7800 60.4100
2 -334.6200 2.9300 8,071.8000 -424.0100 -7,262.4700 60.1300
3 -345.0200 -2.1100 7,676.1100 -537.3400 -7,127.4300 58.8600
4 -368.4600 -3.9200 8,779.7900 -569.7800 -6,830.7500 59.7800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 33

LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 372.1900 -27.1200 6,380.1700 -722.1100 5,319.9500 45.6900
2 363.8400 -25.0700 6,150.1100 -710.3200 5,449.5100 46.0400
3 355.5200 -25.7700 5,895.1000 -764.0600 5,576.7300 47.3600
4 357.3800 -25.0800 6,768.0000 -768.4600 5,650.7800 48.6900
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -286.5600 -531.7900 4,036.9200 -8,093.5300 4,318.0900 -978.8500
2 -82.7200 -592.0100 5,328.7200 -8,787.1700 1,269.6200 -979.2000
3 121.0300 -676.4600 6,575.8800 -9,778.4300 -1,778.9500 -979.1600
4 325.8100 -822.1500 9,326.8100 -11,256.0000 -4,789.6900 -994.4100
LOAD CASE SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 343.3200 786.4500 11,387.5500 9,778.7100 -5,468.8800 1,053.0600
2 127.0000 652.3300 9,542.8600 8,459.1500 -2,295.9000 1,053.4500
3 -94.1900 568.1600 7,610.7600 7,481.3900 1,011.8700 1,053.4800
4 -318.9200 513.5700 6,822.8000 6,820.7300 4,336.5300 1,069.5600
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -261.4900 0.9800 6,948.8500 -248.5100 675.1200 41.0300
2 -264.9000 -0.2600 6,572.1700 -284.7900 767.3800 40.9300
3 -268.3000 -2.0300 6,170.9700 -356.0500 858.1600 40.5000
4 -271.9400 -2.7600 7,157.3600 -381.9800 978.0900 40.3600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 34

LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 294.9000 -30.7100 7,187.5000 -1,175.1700 -3,424.7600 125.3700
2 285.5300 -32.9300 6,953.2000 -1,236.0000 -3,135.1800 125.5000
3 276.1100 -36.7700 6,693.2500 -1,356.9900 -2,842.6700 125.9500
4 266.4400 -41.1100 7,958.5300 -1,463.6900 -2,567.6000 125.9600
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 37.5900 -87.6000 6,659.4700 -2,874.7900 -740.5300 -38.9000
2 40.6300 -93.6700 6,685.0800 -3,016.7500 -831.9700 -38.8900
3 43.6700 -102.5400 6,686.7600 -3,243.3700 -922.6800 -38.8200
4 46.7300 -114.9900 8,268.6400 -3,519.9400 -1,015.6500 -38.7700
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 12.3900 74.2800 7,831.5200 1,770.7600 -2,387.0600 221.2300
2 -5.1900 65.0100 7,166.9000 1,564.8600 -1,865.4400 221.2500
3 -22.8200 58.1000 6,472.4200 1,380.3400 -1,342.8200 221.2300
4 -40.5700 53.6400 7,162.1400 1,274.6400 -811.3600 221.0800
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,303.0200 -113.1500 3.0500 0.0500
2 -0.2300 -0.0100 2,132.4200 -119.0300 3.1800 0.0500
3 -0.2300 -0.2200 1,961.0800 -123.5800 3.3100 0.0500
4 -0.2400 -0.3700 2,395.2100 -126.4400 3.4500 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 35

LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -27.0800 -0.6100 7,777.2900 -350.1100 -1,497.8100 -4.1600
2 -26.8100 -1.9100 7,330.7000 -389.7100 -1,509.6100 -4.1700
3 -26.5800 -3.8700 6,855.3500 -470.4000 -1,520.5500 -4.2100
4 -26.3800 -4.6200 7,891.4600 -498.1300 -1,522.1900 -4.2200
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -9.9700 69.3600 8,119.2400 1,530.5900 -1,710.3800 51.3000
2 -14.0700 60.3200 7,333.3100 1,328.3300 -1,593.2200 51.3000
3 -18.2000 53.5900 6,515.1500 1,146.9100 -1,475.1500 51.2700
4 -22.4100 49.3300 7,062.2200 1,046.6500 -1,349.1200 51.2300
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 51.0000 -84.0500 6,660.5400 -2,687.0000 -745.0400 84.8600
2 44.3500 -89.9600 6,788.9600 -2,824.6900 -546.5100 84.8900
3 37.6800 -98.7200 6,892.9200 -3,050.0400 -347.5800 84.9600
4 31.0300 -110.9700 8,641.3400 -3,324.4500 -151.9400 84.9100
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -112.7600 -4.1400 6,835.3400 -354.9300 -2,096.7800 50.4900
2 -116.8400 -4.7200 6,525.2000 -377.1600 -1,981.8100 50.4400
3 -120.9400 -6.0900 6,191.1900 -439.9800 -1,866.0400 50.2500
4 -125.2500 -6.5400 7,263.4400 -460.7600 -1,727.8500 50.1600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 36

LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 167.4500 26.1600 7,621.0200 412.0000 -857.5400 82.7400
2 161.2200 22.0300 7,101.6100 313.9600 -661.9300 82.8100
3 154.9700 18.3600 6,554.0100 198.6700 -465.3600 83.0700
4 148.8900 16.3000 7,440.0300 143.9600 -286.3500 83.0600
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -5.2700 -26.6600 7,254.0800 -1,060.1300 858.1100 -325.1000
2 20.7100 -28.6000 6,992.5100 -1,115.2300 81.3400 -325.1200
3 46.7000 -32.0700 6,704.9700 -1,228.7000 -695.0700 -325.0700
4 72.7800 -35.8100 7,939.1000 -1,322.8600 -1,476.2400 -324.8600
LOAD CASE SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 5.3300 -5.0200 7,432.6600 -442.9600 -2,654.0000 450.4700
2 -31.0600 -5.7300 7,041.2500 -469.4400 -1,568.6300 450.5000
3 -67.4900 -7.2700 6,622.9000 -539.2700 -482.8000 450.4300
4 -104.0900 -7.7600 7,680.7600 -561.1700 615.5000 450.1800
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -284.7600 4.6100 6,890.2300 -340.1800 -6,417.6000 30.9500
2 -290.2000 1.1400 6,570.6600 -386.5600 -6,341.9000 30.7000
3 -295.7400 -2.8800 6,224.4100 -477.9100 -6,262.6000 29.5900
4 -310.9500 -4.3500 7,069.6900 -507.2800 -6,130.4600 29.9500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 37

LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 358.4900 -26.9700 7,156.6800 -704.9300 4,560.9900 85.5600
2 342.8700 -30.0800 6,965.2200 -762.3600 4,798.6700 85.8900
3 327.2600 -36.3200 6,746.0800 -895.9500 5,034.4000 87.1100
4 320.8300 -43.1200 7,836.3600 -998.4900 5,221.0200 89.2300
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 53.3000 -80.4900 6,666.1800 -1,389.4100 1,042.1600 -37.2700
2 59.9700 -89.5800 6,712.3500 -1,509.1400 942.6000 -37.2300
3 66.6500 -104.1100 6,732.7900 -1,729.6100 842.6800 -37.0000
4 75.1500 -126.0000 8,105.7500 -1,983.4900 733.3300 -37.7200
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 41.4700 85.7600 7,736.2600 594.4200 -2,839.7500 164.4200
2 11.3400 67.9300 7,156.0700 396.4800 -2,390.6700 164.4900
3 -18.8800 55.3200 6,542.7600 208.6300 -1,939.5400 164.4500
4 -51.0500 48.3500 7,124.2000 117.1000 -1,476.5900 167.7800
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.7400 2,275.6400 -161.4900 1.0900 0.0300
2 -0.2300 -0.1000 2,132.3200 -166.4500 1.1900 0.0300
3 -0.2400 -0.6000 1,988.2900 -170.0000 1.2700 0.0300
4 -0.2500 -0.8600 2,361.6600 -171.3700 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 38

LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -20.3800 3.4300 7,717.5700 -448.2500 -2,578.0500 -4.9900
2 -19.4200 -0.4300 7,332.8200 -500.4100 -2,594.4200 -5.0200
3 -18.5500 -4.9800 6,916.7700 -604.9700 -2,608.5600 -5.1100
4 -19.7800 -6.5700 7,802.2400 -636.7600 -2,608.4100 -5.2400
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 4.0800 80.5100 8,018.7100 353.0500 -2,408.0900 38.4900
2 -2.8000 62.7300 7,319.0200 156.9400 -2,307.3700 38.4900
3 -9.7700 50.2000 6,583.0700 -28.5400 -2,204.6100 38.4500
4 -18.4900 43.4700 7,023.8600 -113.7700 -2,090.1400 39.2500
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 78.3200 -76.4500 6,664.4100 -1,196.0600 1,212.2800 54.9300
2 68.3500 -85.3900 6,815.0800 -1,311.3700 1,361.8000 55.0100
3 58.3900 -99.9200 6,939.3400 -1,531.7800 1,510.5000 55.2500
4 50.4300 -121.9000 8,472.8600 -1,785.9600 1,647.5100 56.4800
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -249.2500 -0.3200 6,756.5900 -337.6400 -6,938.8500 57.7300
2 -259.5100 -2.6300 6,498.6200 -372.3900 -6,790.5500 57.5100
3 -269.8900 -6.0000 6,214.9500 -457.2000 -6,638.0400 56.5100
4 -289.7800 -7.1000 7,133.2000 -483.7800 -6,432.5700 57.4600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 39

LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 318.2500 32.7800 7,570.4800 -69.9100 5,017.1800 70.4900
2 305.4600 24.0100 7,120.3100 -172.9300 5,215.0800 70.7900
3 292.7100 16.6800 6,639.1400 -304.3400 5,410.4000 71.8900
4 288.8200 13.2000 7,396.6200 -356.5300 5,557.5900 73.6700
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -13.2800 -33.8000 7,207.4100 -802.1600 2,424.9300 -237.3400
2 30.7500 -30.7000 6,999.4700 -781.6700 1,766.8700 -237.3900
3 74.8200 -31.1300 6,763.5400 -840.7500 1,107.7600 -237.2000
4 121.4000 -30.1400 7,836.9000 -845.1600 436.2000 -241.8400
LOAD CASE SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 46.1100 0.0500 7,386.7600 -439.8600 -3,844.9800 321.9200
2 -14.3900 -2.9300 7,047.7800 -482.4500 -2,941.1800 322.0200
3 -75.0000 -6.8800 6,679.4800 -578.0500 -2,035.2400 321.8500
4 -138.9000 -8.1600 7,579.4900 -606.4400 -1,111.8000 327.9900
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -437.8200 -20.5200 6,823.5900 -892.4700 3,270.1100 6.6700
2 -438.7600 -22.0100 6,509.8000 -937.7600 3,284.2700 6.5000
3 -439.6400 -24.7900 6,171.0100 -1,034.3100 3,294.8500 5.7800
4 -439.5500 -27.5200 7,206.8000 -1,105.9800 3,326.7700 5.6000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 40

LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 474.8200 2.5700 9,483.5200 -294.6900 -5,705.6800 134.4500
2 467.5600 0.7400 8,986.5800 -347.8300 -5,426.6500 134.6400
3 459.6800 -1.8200 8,454.7500 -450.3300 -5,134.3700 135.3800
4 448.5600 -2.9300 9,809.6200 -488.2500 -4,859.2200 135.4600
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 31.6900 -36.7700 6,367.5900 -1,337.8400 -693.4400 -101.8200
2 39.7100 -39.3800 6,185.8600 -1,405.4600 -933.1100 -101.8100
3 47.7200 -43.6200 5,981.3600 -1,530.4500 -1,171.9400 -101.7400
4 55.7800 -48.8000 7,142.9500 -1,652.7500 -1,412.8200 -101.6500
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 36.5600 20.9200 9,553.5800 197.3300 -3,237.0300 345.9100
2 8.9100 17.0500 8,964.2200 101.4300 -2,412.1800 345.9500
3 -18.8000 13.2200 8,339.9000 -27.3600 -1,586.0700 345.9400
4 -46.5700 11.2100 9,568.2000 -84.1900 -749.0500 345.7400
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 41

LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -23.4600 -20.9000 9,922.8600 -1,040.3300 -1,944.4300 30.3200
2 -25.9000 -22.4400 9,421.7900 -1,093.4700 -1,876.3700 30.3100
3 -28.3700 -25.6800 8,884.2400 -1,217.4300 -1,807.2700 30.2700
4 -30.7900 -28.3400 10,335.1000 -1,294.1800 -1,725.9500 30.2300
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -7.9400 11.5100 7,431.2200 -141.5300 -1,661.5000 31.6100
2 -10.4800 8.5700 6,766.4000 -215.5900 -1,590.1400 31.6100
3 -13.0400 5.7700 6,072.2000 -310.0200 -1,517.8400 31.5900
4 -15.6800 4.4300 6,656.0300 -346.5500 -1,438.3400 31.5600
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 60.4300 -30.3800 8,998.1100 -1,104.1000 -1,102.4700 133.1200
2 50.0100 -32.7500 8,855.6700 -1,169.8300 -789.6500 133.1600
3 39.5700 -37.1700 8,681.4300 -1,314.5000 -476.2900 133.2300
4 29.1100 -41.9700 10,534.0200 -1,437.2400 -166.0300 133.1500
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -162.9200 2.1800 8,752.4500 -249.3400 -2,802.3200 75.0400
2 -169.0500 0.6100 8,329.1200 -295.2300 -2,632.4600 74.9800
3 -175.2200 -1.6700 7,875.1300 -387.0200 -2,460.8700 74.7100
4 -180.8600 -2.6400 9,213.6400 -421.4400 -2,259.2300 74.5800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 42

LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 254.9000 -24.8600 6,714.2800 -1,019.7800 -767.6600 75.3100
2 249.4000 -26.6400 6,423.5000 -1,071.0000 -592.3000 75.4100
3 243.8700 -29.7900 6,108.2700 -1,174.7500 -415.7400 75.8100
4 238.4900 -33.1500 7,161.2000 -1,259.2000 -265.1100 75.8500
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -32.7800 1.4600 6,933.0700 -238.4000 1,790.2000 -507.2400
2 8.3500 0.1400 6,549.9900 -277.0300 560.7400 -507.2900
3 49.5200 -1.7200 6,141.3500 -351.4800 -668.5600 -507.2500
4 90.8400 -2.4800 7,087.2900 -378.5000 -1,903.8100 -507.0000
LOAD CASE SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 13.6600 -22.7000 9,330.1600 -1,036.2700 -3,384.1000 653.5600
2 -39.8700 -24.3800 8,919.5100 -1,090.2700 -1,783.5000 653.6100
3 -93.4700 -27.7600 8,475.4200 -1,213.0600 -182.5500 653.5100
4 -147.1400 -30.8300 9,953.7800 -1,297.3200 1,435.3500 653.2300
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -330.9600 -21.5800 8,595.7300 -971.3600 1,043.3500 126.8900
2 -340.6800 -23.1600 8,224.0000 -1,021.1400 1,327.6500 126.7700
3 -350.3600 -26.2800 7,822.2800 -1,132.9000 1,610.1600 126.2200
4 -358.5000 -29.1700 9,210.1800 -1,211.4500 1,919.6700 125.9900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 43

LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 379.6100 2.3800 9,369.9200 -295.3800 -4,543.8000 114.3900
2 372.1700 0.6100 8,878.2000 -347.2700 -4,289.5700 114.5400
3 364.5200 -1.9100 8,352.3200 -447.9600 -4,029.7800 115.1300
4 355.6500 -2.9900 9,700.6800 -485.2800 -3,790.5500 115.1900
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 69.8700 -32.9800 6,567.6600 -1,243.8100 -648.0800 -135.5800
2 80.6000 -35.3300 6,340.9100 -1,306.5000 -967.6300 -135.5600
3 91.3100 -39.2300 6,090.4200 -1,425.5800 -1,286.1300 -135.4200
4 102.1500 -43.8200 7,218.3900 -1,535.7200 -1,611.8600 -135.2900
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 43.0500 16.5500 9,502.1200 59.5700 -2,962.3000 220.4000
2 25.6200 13.1200 8,906.7600 -27.2300 -2,442.8800 220.4300
3 8.1300 9.5900 8,276.6300 -149.1900 -1,922.0000 220.4600
4 -9.3800 7.7900 9,484.4300 -200.9200 -1,393.1500 220.3100
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 44

LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -21.8400 -21.2500 9,688.5500 -1,042.1000 -1,945.7000 37.0900
2 -24.8000 -22.8000 9,200.7900 -1,094.8800 -1,861.7100 37.0900
3 -27.8000 -26.0100 8,677.6900 -1,216.6300 -1,776.6900 37.0400
4 -30.7600 -28.7300 10,102.2000 -1,293.6900 -1,679.7600 37.0000
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -24.9800 12.2400 7,109.7600 -49.9000 -1,711.7800 29.5500
2 -27.3800 9.4400 6,537.8900 -120.0000 -1,645.4200 29.5400
3 -29.8000 6.7400 5,938.8100 -211.1600 -1,578.1400 29.4900
4 -32.3300 5.4100 6,611.8000 -248.0300 -1,501.4300 29.4600
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 3.9800 -27.6500 8,965.4100 -1,067.3100 -298.0800 188.8700
2 -10.9200 -29.7800 8,745.4500 -1,128.3800 148.4200 188.8900
3 -25.8200 -33.8100 8,493.9500 -1,263.8800 594.5900 188.8600
4 -40.7400 -38.0200 10,212.0100 -1,373.1900 1,042.6300 188.7200
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -155.8600 1.8800 8,676.5900 -274.5800 -2,346.9300 120.0600
2 -165.5400 0.3100 8,231.6400 -320.4000 -2,069.3000 120.0100
3 -175.2600 -1.9400 7,756.3900 -410.5900 -1,791.1000 119.7400
4 -184.8500 -2.8900 9,044.3900 -444.0800 -1,483.4600 119.5800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 45

LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 216.6600 -24.4000 6,611.1300 -1,005.9400 -828.1600 53.1000
2 212.7000 -26.1400 6,317.9400 -1,056.0500 -702.8200 53.1900
3 208.7200 -29.2100 6,000.8100 -1,157.3300 -576.3200 53.5300
4 205.0300 -32.4900 7,029.6300 -1,239.6300 -473.3800 53.5700
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -11.9300 0.5800 6,794.2300 -253.7800 1,280.8200 -382.9300
2 18.8300 -0.6100 6,426.1900 -289.3200 361.8800 -382.9700
3 49.6100 -2.3600 6,033.2900 -360.6200 -556.8500 -382.9100
4 80.5400 -3.0600 6,976.4600 -386.1600 -1,481.3800 -382.6900
LOAD CASE SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 54.7800 -23.3400 9,256.5500 -1,063.5400 -3,684.6200 516.1100
2 13.0000 -25.0500 8,836.9700 -1,118.0900 -2,435.0300 516.1700
3 -28.8500 -28.4400 8,384.2800 -1,240.4900 -1,184.3500 516.1600
4 -70.7500 -31.5500 9,832.7300 -1,325.3200 77.7700 515.9100
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -113.5000 131.2500 7,172.8300 3,345.1600 -298.6400 -25.4700
2 -111.8400 115.9000 6,289.5100 3,012.7100 -361.6000 -25.5200
3 -110.1800 105.3900 5,376.4000 2,756.9200 -424.7400 -25.7000
4 -108.7800 98.2600 5,552.4800 2,595.9100 -473.7500 -25.7200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 46

LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 162.2900 -117.8200 7,996.9200 -3,806.6500 -2,664.2100 339.9000
2 135.1300 -125.9900 8,126.6700 -3,995.6200 -1,852.4500 339.9800
3 107.9500 -137.8500 8,227.9700 -4,293.9700 -1,039.4300 340.1700
4 80.7100 -154.6600 10,320.1400 -4,667.3200 -236.0300 340.0200
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -59.2000 -245.2400 4,403.9600 -7,488.0700 778.4000 -85.8600
2 -52.3500 -261.7000 5,271.4300 -7,852.4900 578.1900 -85.8900
3 -45.5100 -284.2000 6,113.7800 -8,366.9500 377.5600 -85.9700
4 -38.7000 -318.5700 8,562.9300 -9,101.4700 181.0700 -85.9200
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -83.3100 289.6900 10,663.1900 7,654.0300 -1,394.5100 202.4200
2 -99.4400 258.9100 9,105.5000 7,035.1300 -947.7500 202.4000
3 -116.0300 237.1100 7,493.2100 6,519.3200 -476.2700 202.2300
4 -132.8600 221.8300 7,323.8200 6,176.7100 13.3600 202.0500
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 47

LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -30.2100 127.5100 9,799.0000 3,176.8000 -1,318.8000 -81.9100
2 -23.9700 112.1800 8,841.9000 2,840.2200 -1,514.0500 -81.9300
3 -17.7400 101.2600 7,846.2600 2,561.0000 -1,708.4100 -81.9600
4 -11.5000 93.9500 8,513.6200 2,392.7600 -1,893.8500 -81.9100
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -29.8000 290.0600 8,020.8900 7,762.7700 -1,509.7500 81.1900
2 -36.4300 257.7300 6,563.7900 7,069.3600 -1,324.1000 81.1800
3 -43.1000 236.6700 5,063.9700 6,583.1400 -1,137.7700 81.1200
4 -50.0000 221.9400 4,455.6700 6,254.2400 -942.7000 81.0400
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 29.6200 -245.8200 6,907.3600 -7,594.3900 -817.6800 35.4300
2 26.8400 -262.4700 7,669.3900 -7,966.6800 -735.4100 35.4500
3 24.0400 -285.4300 8,400.5200 -8,501.0400 -652.2600 35.4900
4 20.9700 -314.7400 11,282.6200 -9,012.9400 -557.6500 35.4700
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -90.6500 7.7700 9,011.9600 -154.8100 -1,211.7000 143.7400
2 -102.1300 5.4100 8,487.4200 -217.9200 -875.8700 143.7200
3 -113.6400 2.6400 7,930.7100 -320.8500 -540.0000 143.5400
4 -125.1800 1.3400 9,155.6900 -361.4100 -185.5900 143.4000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 48

LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 120.1500 253.0000 7,896.4500 6,731.2700 -1,176.8900 20.0500
2 119.0000 224.6100 6,572.6600 6,121.6900 -1,127.8800 20.0900
3 117.8200 205.9700 5,209.3700 5,688.1800 -1,077.6800 20.2900
4 116.9000 192.9700 4,798.6000 5,398.0700 -1,037.1200 20.3200
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -73.0300 -99.4400 5,418.5600 -3,129.7500 1,622.3900 -277.6000
2 -50.9000 -106.3200 5,637.5700 -3,285.8700 962.0100 -277.6500
3 -28.7600 -116.1500 5,836.4200 -3,526.9700 301.1800 -277.7100
4 -6.6300 -130.4900 7,456.3200 -3,841.6000 -358.2500 -277.5500
LOAD CASE SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -51.2300 103.5800 9,660.0400 2,464.3600 -1,960.4100 391.3900
2 -82.8600 90.7200 8,727.5900 2,179.6300 -1,024.3500 391.4000
3 -114.5700 81.3800 7,757.3800 1,935.6100 -88.2200 391.2400
4 -146.4500 75.2700 8,437.6400 1,793.6800 865.4100 390.9900
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -291.7300 -20.6600 9,515.9100 -980.3000 507.1900 119.8400
2 -301.0100 -22.1800 9,090.0700 -1,030.4600 773.5400 119.7300
3 -310.2700 -25.3100 8,631.2800 -1,147.3000 1,039.4600 119.2500
4 -317.5700 -28.0200 10,156.7000 -1,222.7700 1,341.3200 119.0400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 49

LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 233.5400 1.6000 9,549.7700 -304.3000 -3,343.1000 24.0700
2 231.9500 -0.0500 9,078.7600 -352.7500 -3,287.6400 24.1600
3 230.3100 -2.4800 8,574.8400 -450.9000 -3,229.2100 24.5300
4 228.5900 -3.5000 10,040.3200 -487.4100 -3,189.3200 24.6100
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 47.0600 -28.0400 9,427.6400 -1,191.3500 -1,499.0200 -58.9800
2 51.7100 -30.0700 9,049.1600 -1,251.9600 -1,638.1800 -58.9600
3 56.3200 -33.8900 8,638.4500 -1,382.9300 -1,776.0500 -58.8800
4 60.9600 -37.7300 10,232.1200 -1,483.2300 -1,914.4500 -58.8100
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -46.7300 11.8900 9,653.2800 -49.7000 -2,413.3300 155.3400
2 -59.0900 9.0300 9,102.9100 -123.6800 -2,050.8000 155.3300
3 -71.4900 5.8700 8,518.9000 -237.3500 -1,687.3300 155.2300
4 -83.8700 4.3100 9,874.1900 -284.4000 -1,305.6200 155.0900
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 50

LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -16.8300 -21.1400 10,381.8900 -1,059.5100 -2,023.4700 58.2200
2 -21.4400 -22.6900 9,866.3900 -1,113.0400 -1,890.0100 58.2100
3 -26.0900 -25.9700 9,313.8100 -1,239.1800 -1,755.5000 58.1800
4 -30.6700 -28.6600 10,878.6100 -1,317.0800 -1,608.8500 58.1200
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -49.1900 4.9800 9,796.5300 -306.8700 -2,053.9400 68.0900
2 -54.6600 2.6900 9,184.6500 -369.7600 -1,898.1300 68.0700
3 -60.1700 -0.1100 8,538.1300 -475.6900 -1,741.4000 67.9800
4 -65.6400 -1.3500 9,820.7400 -515.1600 -1,568.2300 67.9100
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 24.2100 -23.7300 9,251.8600 -974.1100 -1,286.7300 106.2600
2 15.9000 -25.5500 8,979.9300 -1,028.6200 -1,038.1100 106.2800
3 7.5700 -29.1500 8,676.7200 -1,154.5100 -788.8800 106.3000
4 -0.7600 -32.7100 10,410.2800 -1,249.7100 -536.7900 106.2200
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -119.7600 3.0500 9,590.1200 -266.4800 -2,681.4900 82.2400
2 -126.4100 1.2400 9,110.1900 -318.6700 -2,495.0400 82.2000
3 -133.1200 -1.3000 8,597.0600 -419.3900 -2,306.1400 81.9900
4 -139.7000 -2.4000 10,055.4000 -457.3200 -2,083.2100 81.8700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 51

LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 154.4500 -21.7400 10,121.9200 -1,056.6700 -1,396.4900 93.0400
2 147.3800 -23.3200 9,638.1800 -1,110.2500 -1,177.5800 93.1100
3 140.2900 -26.6300 9,118.6900 -1,235.1400 -957.4200 93.3400
4 133.1000 -29.4500 10,681.8400 -1,315.2300 -753.2400 93.3200
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -9.0900 1.9600 9,615.3500 -308.1800 -143.1000 -235.7300
2 9.5600 0.2300 9,124.4000 -358.5700 -703.0500 -235.7500
3 28.2100 -2.2500 8,600.1700 -458.1000 -1,262.3100 -235.7200
4 46.9100 -3.3000 10,046.2300 -495.0700 -1,821.0800 -235.5600
LOAD CASE SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -56.5100 -20.2200 9,398.6600 -950.8700 -2,512.2100 373.7900
2 -86.5400 -21.7100 8,992.9500 -999.9100 -1,618.4600 373.8000
3 -116.6200 -24.8000 8,555.1200 -1,115.1700 -724.3700 373.6400
4 -146.6800 -27.5300 10,097.6900 -1,191.8900 191.3100 373.3900
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -17.8000 -21.8000 6,297.2400 -903.1300 -1,470.4400 51.9300
2 -21.8800 -23.3600 6,028.2800 -948.4100 -1,350.4700 51.9300
3 -25.9900 -26.1600 5,736.9600 -1,041.5900 -1,229.7600 51.8900
4 -30.1800 -29.1100 6,743.6900 -1,116.3900 -1,101.2100 51.8400
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 52

LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 53.1300 2.9300 10,731.8600 -328.2000 -1,270.6900 81.8800
2 46.7900 0.8900 10,176.9700 -387.2000 -1,079.4500 81.9100
3 40.4400 -1.9800 9,584.4100 -501.2400 -887.4200 81.9800
4 34.0500 -3.2100 11,185.1400 -543.7400 -697.0200 81.9300
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 44.1300 -22.4100 6,282.9200 -921.0800 -600.0400 51.6200
2 40.1200 -24.0100 6,017.0900 -967.1900 -479.4600 51.6400
3 36.1100 -26.8700 5,728.9800 -1,061.3900 -358.4900 51.7000
4 32.1300 -29.9000 6,738.0000 -1,137.9700 -240.4300 51.6800
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -8.6500 3.7300 10,746.1900 -306.3700 -2,120.9900 82.1300
2 -15.1300 1.5900 10,188.1500 -367.2400 -1,931.3100 82.1400
3 -21.6600 -1.3300 9,592.3700 -482.5700 -1,740.5400 82.1100
4 -28.1000 -2.6000 11,190.8700 -525.9600 -1,538.0500 82.0300
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 53

LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -8.3700 -21.5800 10,656.2800 -1,064.8900 -2,130.1200 84.6500
2 -15.0400 -23.1600 10,154.8400 -1,119.1300 -1,934.3600 84.6500
3 -21.7500 -26.5300 9,616.1600 -1,247.9000 -1,737.5100 84.6200
4 -28.3800 -29.3400 11,290.3100 -1,328.8800 -1,528.8900 84.5500
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 53.4100 -22.1900 10,641.9500 -1,082.8500 -1,279.1700 84.2900
2 46.8900 -23.8100 10,143.6600 -1,137.9300 -1,082.2700 84.3200
3 40.3400 -27.2300 9,608.2000 -1,267.7300 -884.5800 84.3900
4 33.7600 -30.1300 11,284.5900 -1,350.5000 -688.5200 84.3400
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -8.6500 3.7300 10,746.1900 -306.3700 -2,120.9900 82.1300
2 -15.1300 1.5900 10,188.1500 -367.2400 -1,931.3100 82.1400
3 -21.6600 -1.3300 9,592.3700 -482.5700 -1,740.5400 82.1100
4 -28.1000 -2.6000 11,190.8700 -525.9600 -1,538.0500 82.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 54

LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 44.1300 -22.4100 6,282.9200 -921.0800 -600.0400 51.6200
2 40.1200 -24.0100 6,017.0900 -967.1900 -479.4600 51.6400
3 36.1100 -26.8700 5,728.9800 -1,061.3900 -358.4900 51.7000
4 32.1300 -29.9000 6,738.0000 -1,137.9700 -240.4300 51.6800
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LOAD CASE SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -8.3700 -21.5800 10,656.2800 -1,064.8900 -2,130.1200 84.6500
2 -15.0400 -23.1600 10,154.8400 -1,119.1300 -1,934.3600 84.6500
3 -21.7500 -26.5300 9,616.1600 -1,247.9000 -1,737.5100 84.6200
4 -28.3800 -29.3400 11,290.3100 -1,328.8800 -1,528.8900 84.5500
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -339.3200 12.9800 8,815.7900 17.8100 1,258.3800 52.3500
2 -343.8600 10.1600 8,309.0700 -54.5200 1,373.3100 52.2200
3 -348.3200 7.1300 7,770.8800 -161.8800 1,486.6100 51.6600
4 -351.4800 5.5800 8,981.6300 -207.3000 1,627.5100 51.4800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 55

LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 384.9700 -39.2000 9,071.1200 -1,505.8400 -4,720.3700 166.6900
2 373.3800 -42.0400 8,772.0500 -1,583.3800 -4,346.5200 166.8500
3 361.6500 -46.9300 8,440.6900 -1,737.1700 -3,967.9500 167.4300
4 348.4500 -52.3700 10,045.3700 -1,871.9400 -3,608.7900 167.4500
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 33.3900 -106.3500 5,779.9100 -3,399.4100 -636.6100 -77.0200
2 39.4300 -113.6700 5,939.3700 -3,566.5100 -817.7000 -77.0100
3 45.4500 -124.1000 6,077.3000 -3,822.4300 -998.0200 -76.9400
4 51.5200 -139.2400 7,673.0200 -4,154.2200 -1,180.6500 -76.8600
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 26.3800 98.8700 9,909.0700 2,373.6100 -2,949.3100 291.8700
2 3.1000 86.5800 9,047.4000 2,100.7400 -2,257.4000 291.9000
3 -20.2500 77.5000 8,147.5500 1,859.3800 -1,564.2600 291.8900
4 -43.6700 71.5800 8,996.1200 1,720.1400 -860.5500 291.7000
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2300 0.3000 2,073.1900 -101.0400 3.0500 0.0500
2 -0.2300 0.0100 1,919.0200 -106.3900 3.1800 0.0500
3 -0.2300 -0.1800 1,764.1800 -110.5200 3.3000 0.0500
4 -0.2400 -0.3100 2,156.2900 -113.1300 3.4400 0.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 56

LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -26.6700 11.2000 9,890.4600 -109.8500 -1,751.3700 -9.7000
2 -26.0100 8.2500 9,287.6200 -187.5000 -1,776.8400 -9.7200
3 -25.3900 4.9400 8,648.1500 -307.6100 -1,801.2800 -9.7600
4 -24.7300 3.3600 9,923.2800 -355.5900 -1,814.3600 -9.7600
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -9.1500 91.4000 7,672.1500 2,126.6800 -1,645.9800 44.5600
2 -12.7400 79.9800 6,783.0100 1,874.8000 -1,544.7500 44.5600
3 -16.3500 71.8800 5,861.5500 1,666.9500 -1,442.6200 44.5300
4 -20.0700 66.6000 6,124.6000 1,546.1200 -1,333.3000 44.4900
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 56.7600 -101.3400 8,410.4600 -3,244.2000 -1,042.6700 108.6900
2 48.2400 -108.5000 8,567.3300 -3,411.5900 -787.9900 108.7200
3 39.7000 -119.1700 8,693.6800 -3,688.3000 -532.7700 108.8000
4 31.1500 -133.9300 10,916.0400 -4,020.3100 -280.4500 108.7300
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -139.1300 -3.5600 8,635.0200 -407.2400 -2,545.5500 63.0200
2 -144.2600 -4.4900 8,234.6400 -439.5300 -2,402.4900 62.9700
3 -149.4400 -6.3600 7,804.2400 -521.7400 -2,258.5100 62.7300
4 -154.6200 -7.0200 9,157.2900 -549.7700 -2,084.1800 62.6200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 57

LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 208.6900 45.6000 7,050.2000 975.3700 -788.7900 86.9400
2 202.2200 39.4700 6,490.8200 836.4100 -582.3100 87.0300
3 195.7200 34.6400 5,904.7300 699.8100 -374.7900 87.3500
4 189.5400 31.6800 6,586.5400 627.1300 -189.3600 87.3600
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -23.9500 -33.9500 6,534.3300 -1,256.1700 1,505.8900 -453.8500
2 12.7000 -36.3800 6,336.1800 -1,320.3200 410.2700 -453.8900
3 49.3700 -40.4000 6,114.4500 -1,442.0000 -685.0800 -453.8500
4 86.1700 -45.2000 7,282.2000 -1,556.6100 -1,786.0400 -453.6000
LOAD CASE SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 16.3100 4.6100 9,420.4300 -252.1900 -3,291.9000 592.3200
2 -31.9900 2.5300 8,895.3000 -310.5100 -1,848.9100 592.3700
3 -80.3700 -0.1700 8,336.0700 -414.9400 -405.4000 592.2900
4 -128.8400 -1.3500 9,643.5100 -454.3300 1,053.7600 592.0200
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -503.2700 -23.2900 6,778.9700 -709.7500 -8,137.3000 0.0600
2 -502.8900 -22.1300 6,512.9100 -708.1800 -8,159.5900 -0.3900
3 -502.6000 -23.5100 6,219.7400 -772.8700 -8,178.1800 -2.2400
4 -517.0200 -23.1400 7,101.7300 -780.8400 -8,058.0700 -2.7500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 58

LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 583.9400 7.5900 9,410.0800 -438.2200 6,933.4000 96.5100
2 566.7700 2.5900 8,987.5200 -505.6400 7,264.8200 97.0300
3 549.1500 -3.2000 8,527.9400 -637.6700 7,596.0600 99.0100
4 549.4500 -5.1200 9,702.7300 -671.7900 7,556.2100 101.5700
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 41.4000 -33.5600 6,340.6200 -764.7900 970.8300 -83.2300
2 56.4700 -37.3700 6,197.7100 -827.2100 745.7800 -83.2100
3 71.5400 -44.3500 6,030.1900 -961.5000 520.5800 -82.9800
4 88.3900 -52.9800 7,030.8900 -1,078.7300 287.0700 -84.6500
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 80.6000 28.5600 9,480.1900 -234.0800 -3,315.9500 253.9600
2 33.4200 19.7400 8,968.2000 -340.4100 -2,610.9700 254.0700
3 -13.8800 11.7800 8,418.2400 -493.2900 -1,903.7000 254.0800
4 -63.1500 8.2200 9,478.5600 -550.5600 -1,184.2200 259.0800
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 59

LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -11.9400 -21.2600 9,865.4900 -919.2700 -3,091.3500 18.4700
2 -15.1800 -21.9500 9,430.6600 -941.3900 -3,045.3100 18.4600
3 -18.5200 -25.3500 8,956.5500 -1,050.5900 -2,996.6500 18.3700
4 -24.2400 -25.7400 10,210.8900 -1,073.0300 -2,930.9600 18.7400
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 2.9600 17.0800 7,364.6700 -511.6200 -2,381.6900 22.8800
2 -1.1000 9.8500 6,762.9400 -595.2600 -2,323.0700 22.8900
3 -5.2400 3.7200 6,128.2300 -707.1000 -2,262.3500 22.8500
4 -11.0700 1.2200 6,587.8800 -741.1700 -2,190.1600 23.3300
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 97.2500 -26.1500 8,951.6000 -569.2400 1,088.1000 90.3800
2 80.8200 -29.6500 8,866.5000 -632.3800 1,334.9800 90.4800
3 64.4000 -37.2500 8,747.6600 -797.1400 1,581.1300 90.7500
4 50.0400 -45.5000 10,390.2800 -922.1500 1,814.5200 92.7000
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -415.1300 9.2100 8,642.9700 -325.8900 -9,950.3500 93.0400
2 -429.0100 4.5100 8,283.2700 -389.6200 -9,789.9000 92.6900
3 -443.1900 -0.8400 7,890.4700 -509.7800 -9,617.6900 91.1000
4 -476.5900 -2.7400 9,028.8500 -543.6400 -9,098.8700 92.6000
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 60

LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 506.2600 -30.0600 6,713.7500 -786.5200 7,955.6400 80.3100
2 492.3000 -27.7000 6,470.5300 -772.3900 8,189.0400 80.7700
3 478.3900 -28.3600 6,200.6300 -829.1100 8,419.4900 82.5200
4 478.8300 -27.5200 7,106.9200 -831.8100 8,510.1300 84.6800
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -59.1300 4.4800 6,873.5800 -346.6800 3,152.0700 -368.4000
2 10.6600 0.9700 6,550.0600 -394.4600 2,108.7500 -368.5200
3 80.5200 -3.1600 6,198.7200 -488.9900 1,064.1100 -368.3600
4 153.2100 -4.6500 7,010.2100 -518.9600 6.1900 -375.2800
LOAD CASE SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 72.6600 -23.8800 9,282.1700 -845.4100 -4,833.7800 466.4800
2 -16.9900 -23.5200 8,930.6900 -856.0400 -3,493.3900 466.6200
3 -106.7500 -26.1500 8,543.3000 -952.9500 -2,150.6200 466.4000
4 -200.6800 -26.2100 9,823.7600 -972.1500 -785.7800 474.8800
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -380.5300 -24.6600 6,650.8000 -716.4400 -6,857.5400 17.7200
2 -383.5700 -23.1900 6,395.8300 -711.4200 -6,817.8900 17.3800
3 -386.6700 -24.3300 6,114.4300 -772.3900 -6,774.8600 15.9400
4 -401.4900 -23.8600 6,994.2700 -779.2200 -6,665.4400 15.9200
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 61

LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 463.2900 7.3500 9,296.8700 -437.1800 5,728.8300 80.5000
2 447.9200 2.4200 8,879.3200 -504.1900 5,998.7900 80.9300
3 432.6800 -3.3100 8,425.2400 -636.8000 6,261.8300 82.5200
4 432.7600 -5.1700 9,593.6200 -666.9400 6,271.9300 84.6400
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 79.3700 -30.2000 6,567.6200 -766.0000 2,316.3000 -110.6300
2 99.4700 -33.5800 6,371.7600 -825.5000 2,016.9900 -110.5900
3 119.5800 -39.9700 6,150.0600 -956.0200 1,716.7300 -110.1900
4 143.2200 -47.3500 7,107.5600 -1,061.9700 1,398.5700 -112.3700
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 84.2100 23.6000 9,425.1700 -319.1800 -2,540.6500 165.4700
2 53.9200 15.5300 8,907.7400 -417.1400 -2,088.0600 165.5700
3 23.5200 8.0600 8,352.5300 -563.6500 -1,633.3900 165.6800
4 -7.8500 4.8200 9,394.1600 -616.3700 -1,171.2900 169.0700
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 62

LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -9.0800 -22.0000 9,632.3400 -913.2600 -2,998.8400 23.6000
2 -13.2400 -22.4500 9,209.6200 -932.2100 -2,938.8400 23.5900
3 -17.5000 -25.6100 8,748.8200 -1,036.4300 -2,876.2900 23.5000
4 -24.0600 -25.9000 9,979.6600 -1,057.0900 -2,797.4500 23.9800
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -14.3800 17.5200 7,046.4200 -384.1100 -2,796.7000 21.0900
2 -18.1000 10.8300 6,535.7500 -462.6300 -2,743.3700 21.0700
3 -21.9200 5.0300 5,994.8400 -570.6000 -2,687.6900 20.9800
4 -28.0100 2.6000 6,543.7500 -605.9200 -2,617.2600 21.4000
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 36.6500 -27.2900 8,918.3700 -633.8000 627.7100 132.6000
2 12.4100 -28.8200 8,756.0300 -673.7600 991.3800 132.6600
3 -11.8000 -34.0100 8,560.1400 -809.4000 1,354.0600 132.6700
4 -35.5200 -36.2300 10,074.3700 -864.2900 1,711.4200 135.3900
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -322.6900 7.9700 8,570.9200 -352.1600 -8,579.4000 89.8100
2 -337.5700 3.4100 8,207.1000 -415.0100 -8,401.5400 89.5400
3 -352.8300 -1.8400 7,810.4300 -535.9000 -8,208.5200 88.2500
4 -383.6600 -3.6100 8,934.1300 -565.3300 -7,772.7500 89.7700
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 63

LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 402.0200 -29.3600 6,601.2300 -777.9700 6,571.5300 63.4400
2 390.4200 -27.0900 6,355.8300 -764.4200 6,750.9700 63.8100
3 378.8700 -27.7500 6,084.2800 -819.6900 6,927.0400 65.2300
4 378.9000 -26.9500 6,970.5000 -822.6500 7,035.8800 66.9500
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -26.9300 3.5600 6,736.7900 -343.1300 2,836.5100 -279.6400
2 25.3000 0.3000 6,426.6900 -388.0000 2,056.0500 -279.7100
3 77.6000 -3.6300 6,089.5600 -479.2200 1,274.2900 -279.5300
4 132.6500 -5.0300 6,898.7400 -507.9900 478.9800 -284.9300
LOAD CASE SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 111.4600 -24.9400 9,208.6000 -873.6100 -3,773.7700 368.9400
2 41.6400 -24.4500 8,848.2000 -882.4300 -2,729.5000 369.1000
3 -28.3000 -26.9500 8,452.1800 -976.6600 -1,682.9400 369.1000
4 -100.5200 -26.9300 9,705.0100 -994.2100 -623.4500 376.0700
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -117.4000 144.2600 7,027.6800 1,276.5000 -3,341.0600 -8.1900
2 -115.9300 116.3500 6,255.2500 975.6100 -3,368.0800 -8.3100
3 -114.5300 98.2700 5,448.9800 739.6100 -3,392.8800 -8.7500
4 -117.5400 87.6100 5,584.3100 611.2400 -3,393.2100 -9.0500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 64

LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 221.5700 -105.6900 8,038.4200 -1,738.1400 1,591.6300 233.2200
2 178.1900 -117.7200 8,171.9400 -1,892.5200 2,241.4900 233.4500
3 134.8200 -136.8000 8,275.0900 -2,174.9400 2,890.3100 234.0000
4 95.4100 -166.0700 10,093.2700 -2,510.1700 3,514.9900 238.7600
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -62.7200 -226.0100 4,531.4100 -3,132.5200 370.8000 -74.7800
2 -49.1500 -251.4200 5,346.1700 -3,419.0600 168.5100 -74.8500
3 -35.5700 -288.4900 6,131.6500 -3,870.0600 -34.2000 -75.0000
4 -22.5400 -352.0100 8,269.4400 -4,539.1200 -234.4500 -76.6100
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -64.0400 324.8200 10,427.8600 3,258.9100 -4,124.8900 155.4800
2 -92.2300 264.6000 9,044.6000 2,618.3500 -3,715.5000 155.4500
3 -120.8900 226.7500 7,600.7600 2,151.0900 -3,293.1500 155.0600
4 -154.2700 203.6000 7,418.1200 1,877.9400 -2,844.6100 158.1100
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 65

LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -23.0200 143.9400 9,653.5900 1,148.8900 -2,012.9200 -56.9700
2 -12.7200 115.1700 8,815.7100 834.6200 -2,169.8800 -57.0100
3 -2.4800 95.7000 7,934.6800 562.9900 -2,324.8900 -57.0600
4 6.2200 84.5300 8,502.7900 422.7100 -2,468.3500 -58.2700
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -13.9500 321.9400 7,802.4500 3,385.8000 -2,660.1000 67.6800
2 -26.2000 263.1800 6,502.9000 2,760.7700 -2,481.0300 67.6700
3 -38.5300 227.1200 5,151.8300 2,332.8200 -2,300.0000 67.5400
4 -53.2800 204.7500 4,575.1200 2,073.7000 -2,105.0400 68.9200
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 52.8100 -224.9700 7,025.3200 -3,193.4500 875.6400 13.7800
2 50.2700 -250.4400 7,745.1300 -3,487.8600 912.9200 13.8300
3 47.7400 -288.2900 8,430.3900 -3,969.1800 949.7200 14.0200
4 46.7400 -351.4100 10,968.4100 -4,640.8000 975.8300 14.3600
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -77.0100 10.7800 8,926.9800 -419.1500 -3,942.2800 108.8700
2 -96.7500 5.2700 8,483.6200 -489.4800 -3,650.1700 108.8200
3 -116.5700 -0.5500 8,005.5300 -614.3900 -3,355.6000 108.4200
4 -140.9400 -2.8200 9,075.4200 -655.9200 -3,034.4400 110.5600
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 66

LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 151.3700 283.7500 7,712.7400 2,929.1200 2,633.7500 13.3900
2 149.0600 231.5900 6,524.5700 2,373.2500 2,674.9400 13.5300
3 146.7800 199.3300 5,288.9500 1,985.1500 2,714.8200 14.0800
4 149.0500 179.4500 4,876.4300 1,753.7200 2,731.4300 14.5200
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -89.5100 -93.5900 5,418.8000 -1,402.4400 1,279.5100 -200.3600
2 -52.5200 -104.3200 5,660.6900 -1,533.0100 726.3200 -200.4700
3 -15.4900 -120.9300 5,880.5300 -1,764.0900 172.3500 -200.5800
4 21.7100 -147.4600 7,312.4900 -2,058.5500 -382.4200 -204.6200
LOAD CASE SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -20.3000 122.5400 9,553.1500 812.3000 -4,281.1200 278.1100
2 -72.2300 97.1200 8,715.0200 534.3400 -3,508.0100 278.1400
3 -124.2700 79.7200 7,834.1300 287.1600 -2,732.6400 277.7800
4 -180.8800 69.9500 8,383.9600 164.7800 -1,932.5200 283.1100
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -310.8900 -21.7200 9,456.8200 -818.2300 -7,343.5900 79.4100
2 -323.7400 -21.7900 9,096.1600 -834.8600 -7,198.1900 79.1400
3 -336.9000 -24.6600 8,700.2000 -936.7500 -7,042.0300 77.9100
4 -365.9300 -24.4700 10,025.3100 -940.0800 -6,580.7500 79.2300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 67

LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 288.7800 6.3100 9,475.7600 -430.6500 3,443.2000 14.4500
2 286.1600 1.7300 9,079.7200 -492.7800 3,488.2700 14.7100
3 283.5400 -3.7500 8,648.3200 -618.7600 3,530.7400 15.7700
4 288.5100 -5.7700 9,931.3300 -659.6100 3,516.1900 16.3700
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 68.1700 -32.7300 9,401.5600 -951.1500 767.9700 -53.7800
2 77.8700 -30.7800 9,076.3900 -944.2500 623.5800 -53.7300
3 87.5500 -32.4300 8,716.5800 -1,029.0700 479.2700 -53.4300
4 99.1900 -31.8900 10,100.0100 -1,041.4600 325.3300 -54.4900
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -23.8900 18.1900 9,578.2200 -347.1000 -4,131.1300 115.1600
2 -44.7800 11.2800 9,105.3400 -432.6800 -3,821.6800 115.1600
3 -65.7800 4.4700 8,596.1000 -571.7000 -3,509.2400 114.9300
4 -90.5100 1.6100 9,775.8400 -621.2100 -3,172.9900 117.2500
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 68

LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 0.4400 -21.3300 10,322.2400 -939.9200 -2,823.4900 38.6700
2 -6.4400 -22.1100 9,875.8700 -962.8200 -2,722.5000 38.6700
3 -13.4200 -25.6400 9,389.6900 -1,074.9000 -2,619.1300 38.6100
4 -22.4600 -26.0900 10,749.7900 -1,098.5900 -2,500.8200 39.4100
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 17.1900 11.4100 10,384.4400 -580.9400 -2,488.5200 46.7800
2 8.8300 4.8100 9,821.9200 -664.0000 -2,365.1700 46.8000
3 0.3700 -2.0500 9,218.3300 -809.5900 -2,239.6500 46.7900
4 -9.6600 -4.6800 10,402.6700 -856.0800 -2,102.2800 47.7800
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 53.1600 -27.5700 9,199.7100 -714.0000 -95.1200 72.9300
2 39.9700 -25.6700 8,990.2400 -709.4600 102.6100 72.9900
3 26.7700 -27.4500 8,747.5100 -798.0400 300.4600 73.1100
4 14.1300 -27.1500 10,277.9900 -817.1900 495.0300 74.6700
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -274.6400 9.6700 9,488.4400 -388.1100 -7,811.8200 83.3900
2 -287.9100 4.4600 9,081.1700 -457.9000 -7,667.2900 83.1600
3 -301.6300 -1.4500 8,638.1400 -592.3600 -7,508.3200 82.0500
4 -330.9800 -3.4000 9,894.8700 -622.5400 -7,047.6300 83.4800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 69

LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 277.9600 -22.8000 10,076.7600 -917.4000 3,984.7800 79.7400
2 263.1700 -23.1100 9,662.6100 -935.8000 4,224.9900 80.0100
3 248.5200 -26.2900 9,209.9700 -1,042.7400 4,459.6500 80.9500
4 243.3800 -26.2800 10,570.8200 -1,050.1600 4,535.0200 82.8700
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -6.1600 6.4700 9,540.6000 -453.3300 1,106.5800 -174.0200
2 25.8100 1.7400 9,126.2300 -516.5500 628.3200 -174.0600
3 57.7900 -3.8300 8,676.1200 -643.6000 149.9200 -173.9100
4 91.1800 -5.9000 9,942.6400 -685.4200 -334.7400 -177.3900
LOAD CASE SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -23.3800 -21.0200 9,345.0600 -789.6300 -4,971.0100 267.6900
2 -73.2000 -20.9900 9,002.3900 -802.6900 -4,228.0100 267.7100
3 -123.1400 -23.7300 8,625.3000 -898.4300 -3,482.0800 267.3500
4 -178.0600 -23.9500 9,970.4100 -919.2600 -2,707.0300 272.5000
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -6.6800 -25.7700 6,262.0100 -694.4300 -2,264.1600 35.1900
2 -12.9400 -23.8700 6,036.4900 -684.0100 -2,171.7200 35.1800
3 -19.2800 -24.6100 5,786.6600 -737.0300 -2,077.4200 35.1100
4 -27.4500 -23.9900 6,646.7100 -741.8800 -1,971.4200 35.8300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 70

LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 86.7400 8.6100 10,654.0400 -507.0900 873.3700 56.9400
2 76.4700 2.9800 10,180.5800 -581.5800 1,028.6700 57.0200
3 66.2000 -3.4900 9,666.7800 -727.3200 1,183.5400 57.2900
4 57.8000 -5.9400 11,072.0700 -775.5100 1,327.2100 58.5600
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 66.1800 -26.7600 6,247.3200 -705.9300 1,179.9000 34.9200
2 59.8600 -24.6900 6,025.0600 -693.6200 1,275.3600 34.9800
3 53.5700 -25.3300 5,778.5800 -745.3700 1,370.0500 35.2000
4 49.1300 -24.6300 6,641.2000 -749.4300 1,454.3100 36.0000
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 13.9600 9.6200 10,668.7100 -495.8000 -2,565.2600 57.2000
2 3.7100 3.8100 10,191.9900 -572.2000 -2,413.5400 57.2100
3 -6.6300 -2.7800 9,674.8200 -719.2100 -2,259.6600 57.1900
4 -18.7000 -5.2900 11,077.6000 -768.2000 -2,093.0600 58.3900
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 71

LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 14.1300 -21.9700 10,595.9400 -931.3800 -2,567.8400 57.8100
2 3.7600 -22.5700 10,165.1100 -952.5900 -2,414.3800 57.8300
3 -6.6900 -26.0600 9,694.4500 -1,065.8000 -2,258.7700 57.8000
4 -18.8700 -26.4900 11,157.6400 -1,090.4400 -2,090.4200 59.0200
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 86.9000 -22.9800 10,581.2600 -942.6700 871.0400 57.5200
2 76.5200 -23.3900 10,153.7000 -961.9700 1,027.9000 57.6100
3 66.1500 -26.7800 9,686.4100 -1,073.9000 1,184.3300 57.8800
4 57.6300 -27.1400 11,152.1100 -1,097.7500 1,329.5500 59.1600
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 13.9600 9.6200 10,668.7100 -495.8000 -2,565.2600 57.2000
2 3.7100 3.8100 10,191.9900 -572.2000 -2,413.5400 57.2100
3 -6.6300 -2.7800 9,674.8200 -719.2100 -2,259.6600 57.1900
4 -18.7000 -5.2900 11,077.6000 -768.2000 -2,093.0600 58.3900
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 72

LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 66.1800 -26.7600 6,247.3200 -705.9300 1,179.9000 34.9200
2 59.8600 -24.6900 6,025.0600 -693.6200 1,275.3600 34.9800
3 53.5700 -25.3300 5,778.5800 -745.3700 1,370.0500 35.2000
4 49.1300 -24.6300 6,641.2000 -749.4300 1,454.3100 36.0000
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LOAD CASE SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 14.1300 -21.9700 10,595.9400 -931.3800 -2,567.8400 57.8100
2 3.7600 -22.5700 10,165.1100 -952.5900 -2,414.3800 57.8300
3 -6.6900 -26.0600 9,694.4500 -1,065.8000 -2,258.7700 57.8000
4 -18.8700 -26.4900 11,157.6400 -1,090.4400 -2,090.4200 59.0200
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -393.1700 17.2600 6,846.3600 -211.0800 -6,716.8600 -27.5000
2 -388.1100 11.4500 6,471.6800 -282.4900 -6,801.1800 -27.8700
3 -383.1400 6.0500 6,068.9600 -388.9600 -6,880.4200 -29.3000
4 -389.8000 3.7400 6,796.1500 -426.9400 -6,896.5300 -30.2800
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 73

LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 471.9300 -34.6000 9,036.0800 -910.9100 5,580.6300 118.0100
2 450.0700 -38.5900 8,788.2300 -984.9300 5,929.0000 118.4400
3 428.1800 -46.5400 8,506.0700 -1,156.8700 6,275.8900 120.0200
4 422.2700 -54.6700 9,895.5400 -1,267.2400 6,337.2000 122.8800
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 44.3300 -97.9200 5,804.5100 -1,564.0200 1,060.3700 -66.6400
2 56.3400 -108.9800 5,971.8200 -1,701.6900 880.7000 -66.6100
3 68.3500 -126.0700 6,115.7800 -1,942.8300 700.7300 -66.3900
4 82.1800 -153.0700 7,500.3700 -2,244.6600 511.8500 -67.7300
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 65.8300 113.9700 9,789.3900 783.7400 -3,151.4900 216.4600
2 25.8500 90.3100 9,033.2700 522.2700 -2,554.8100 216.5500
3 -14.2500 73.7100 8,234.7300 278.0900 -1,955.8900 216.5500
4 -56.3000 64.4700 8,958.9200 158.2600 -1,344.7700 220.8700
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -0.2200 0.6900 2,048.3200 -144.4100 1.0900 0.0300
2 -0.2300 -0.0700 1,918.9600 -148.9200 1.1900 0.0300
3 -0.2400 -0.5100 1,788.9800 -152.1300 1.2700 0.0300
4 -0.2500 -0.7500 2,125.7500 -153.4000 1.3700 0.0300
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 74

LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -17.2300 17.4600 9,812.0100 -427.7800 -2,803.4800 -9.1100
2 -15.5400 10.2200 9,288.0700 -518.1000 -2,831.3700 -9.1400
3 -13.9400 3.0600 8,724.4300 -665.4000 -2,856.7800 -9.2200
4 -14.5100 0.1400 9,826.0500 -715.5900 -2,866.5000 -9.4300
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 3.2100 104.5500 7,561.9800 609.5000 -2,390.9000 34.6900
2 -2.9900 82.5200 6,763.0000 370.3100 -2,300.5800 34.6900
3 -9.2700 67.7500 5,926.9700 166.4000 -2,208.2200 34.6500
4 -17.3100 59.5100 6,108.8300 67.2500 -2,104.3700 35.3700
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 90.1400 -92.0200 8,417.2100 -1,434.5400 1,110.5100 70.5200
2 77.3300 -102.8600 8,599.3800 -1,574.8900 1,302.5100 70.6200
3 64.5300 -120.6000 8,748.9600 -1,846.8100 1,493.8100 70.8800
4 53.7700 -147.2500 10,713.3300 -2,156.9500 1,672.6100 72.4300
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -325.3300 1.5600 8,534.8600 -415.1800 -8,529.3700 74.1700
2 -337.4700 -1.8200 8,199.4800 -465.8500 -8,388.4300 73.8900
3 -349.9300 -6.3900 7,831.6400 -579.5300 -8,234.2400 72.6000
4 -378.0300 -7.7100 8,993.7600 -604.2800 -7,832.5600 73.8100
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 75

LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 403.2400 53.8900 7,001.0500 218.7700 6,417.4800 79.5200
2 388.7700 41.6900 6,512.8900 80.4700 6,645.0600 79.9000
3 374.3800 32.5600 5,994.9400 -65.3200 6,866.5700 81.3000
4 371.3500 27.8100 6,571.2900 -130.3200 7,027.6300 83.3400
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 -44.8700 -31.9100 6,494.9600 -744.7900 2,916.8900 -329.2400
2 17.1100 -35.5700 6,344.0800 -806.0800 1,990.1200 -329.3400
3 79.1600 -42.3800 6,167.7700 -940.4500 1,062.1200 -329.1700
4 143.9100 -50.6000 7,182.3700 -1,054.3300 121.1600 -335.4300
LOAD CASE SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12, Joint Loads
Joint
X-Force
(kips)
Y-Force
(kips)
Z-Force
(kips)
X-Moment
(kips-ft)
Y-Moment
(kips-ft)
Z-Moment
(kips-ft)
1 71.4000 12.0900 9,360.2800 -421.9200 -4,497.5100 421.9200
2 -9.1300 6.1800 8,901.5900 -497.7000 -3,293.8600 422.0500
3 -89.7700 -0.0600 8,405.9300 -631.9400 -2,087.8800 421.8700
4 -174.1600 -2.5200 9,529.6600 -676.9500 -861.8300 429.6500
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 76

POST-COMPUTED RESULT CASES SUMMARY
Extreme Effect Group: Max
Allow Positive Minimum/Negative Maximum Yes
Load Class None
Case Factor Load Class Incremental
SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 1 None No
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 77

SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 1 None No
SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 1 None No
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 78

SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 1 None No
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 79

SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 1 None No
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 80

SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 1 None No
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 81

SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 1 None No
LARSA 4D
sjohnson
D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 82

SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 1 None No
SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 1 None No
Reference to ANALYSIS:1:226 1 None No
Reference to ANALYSIS:1:227 1 None No
Reference to ANALYSIS:1:228 1 None No
Reference to ANALYSIS:1:229 1 None No
Reference to ANALYSIS:1:230 1 None No
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D:\My Documents\Desktop\Sellwood\01 Footing Design 4-23-2012\03 Bent 3\Bent 3.lar
Last Analysis Run : 4/27/2012 10:29:14 AM
Page 85

Bent 2 & 3 Footings

Bent 2 & 3 Footing – Design

Calculations

SMJ
Project: Sellwood Bridge 2-10-2012
Item: Bent 2 & 3 Footings

Cracking Moment

From AASHTO Section 5.7.3.3.2:

  rc
nc
c
dnccperccr fS
S
S
MffSM 





 1

Sc equals Snc, and fcpe equals 0.

Per 5.4.2.6:

ksicff r 74.0’37.0  (For f’c=4 ksi)

   322 3.853
6
1620
6
ft
ftftbh
Scx 
   322 7.1066
6
2016
6
ft
ftftbh
Scy 

ftkM crx  928,90

ftkM crx  668,113

Design the footing for flexure based on maximum of Mu and min{1.2Mcr, 1.33Mu}

Footing is subject to biaxial flexure. Per 5.7.4.5, if the axial load in the section is less
than,

kipscAf g 14256’10.0 

design the footing based on the following interaction.

0.1
ry
uy
rx
ux
M
M
M
M

Otherwise, verify that,

oryrxrxy PPPP 
1111


SMJ
Project: Sellwood Bridge 4-27-2012
Item: Sample Calcuations

Section Properties

See sketch for reinforcement layout.

h = 192 in
b = 240 in

f’c = 4.0 ksi
Fy = 60 ksi or 75 ksi
Ex = 29000
c_max = 0.003

Top longitudinal reinforcement consist of #14 bars. The bottom longitudinal bars at the
center of the cap consist of (18) #18 headed bars. Longitudinal bars at the side faces are
#11. Transverse reinforcement consists of a #8 hoops spaced at 6” c.c. and (14) vertical
headed bars spaced at 2’-0” c.c.

Loading: (SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5)

Pu = 1075 kips Tu = 2482 k-ft
Vux = 9435 kips Mux = 68476 k-ft
Vuy = 308 kips Muy = 4580 k-ft

Bending

The maximum axial load in compression and tension is found as,

     stystgnc AfAAcfP  ‘85.08.0max_  Eq 5.7.4.4-3
       84.3146084.314460800.485.08.00.1max_ ncP
kipsPnc 594,139max_ 

stynt AfP  max_
   84.314600.1max_ ntP
kipsPnt 890,18max_ 

Next determine the allowable bending for the given axial load. An iterative process was
used to determine the strain in the reinforcing steel. The maximum tensile strain was
related to the maximum strain in the concrete of 0.003 using the variable Z. For the
given axial load the value of Z was found to be -15.26.

SMJ
Project: Sellwood Bridge 4-27-2012
Item: Sample Calcuations









sc
c
Z
d
c

 =15.97

 =0.85 5.7.2.2

ca  =13.57

For each layer of steel determine the strain/stress in the reinforcement. Limit stress to fy.

003.0




 

c
dc i
s

Next determine resultant forces and moments

  TensionnCompressioP

ArmTensionArmnCompressioM ** 

Determine strength reduction factor based on strain in steel. Per sectional analysis, the
maximum tensile strain is 3.157E-02 and the maximum compressive strain is -0.003.
Therefore, section is tension controlled. Since demands are from the 1000yr seismic
event the resistance factor is taken as,

0.1

Next determine the distance between tension and compression resultants as,




 
t
t
c
c
P
M
P
M
Arm =127.8 in



t
t
grosse
P
M
CGd =134.9 in

nP -1075.6 kips

nM 143,721 k-ft

For shear determine dv,

 hdArmMaxd ev 72.0,9.0, =138.2 in

SMJ
Project: Sellwood Bridge 4-27-2012
Item: Sample Calcuations

Finally, determine the area of reinforcement in tension.

From sectional analysis,

stA 151.3 in
2

Shear

bv = 240.0 in
dv = 138.2 in (from previous calcs)

y
v
v
f
b
cfA ‘0316.0min_  =0.253 in
2/in

Av_provided = (0.79 in
2/leg)(2 legs)(12 in/6 in)+(1.00 in2/bar)(12 bars)/(12 in/24 in) = 0.763
in2/in

Next, check section for torsion per 5.8.2.1:

cf
f
p
A
cfT
pc
c
cp
cr
‘125.0
1’125.0
2


Conservatively take fpc equal to 0.

  ftftAcp 2016 =46080 in2

 ftftpc 20162  =864 in

Tcr = 614,400 k-in

Tu < Tcr, therefore, torsion may be ignored in calculations. Now determine the strain in the reinforcement. pspss popspuu v s AEAE fAVVN d Mu    5.0  Eq. 5.8.3.4.2-4 Mu = max{Mapplied, Vudv/12} = 108,691 k-ft s 4.178E-03 SMJ Project: Sellwood Bridge 4-27-2012 Item: Sample Calcuations  s  7501 8.4   = 1.16 Eq. 5.8.3.4.2-1 s 350029  = 43.6 Eq. 5.8.3.4.2-3 vvc dbcfV '0316.0  = 2435 kips Eq. 5.8.3.3-3   s dfA V vyv s  sincotcot   = 6644 kips Eq. 5.8.3.3-4   9.0'25.0,min vvcscn dbfVVV  = 9079 kips Eq. 5.8.3.3-1 vv pu u db VV v    = 7.109E-02 Per 5.8.2.7, maximum spacing of shear reinforcement is, smax = 0.8dv < 24.0 in for vu less than 0.125f’c. Finally, check the area of longitudinal reinforcement per 5.8.3.5.   cot5.05.0          sp v u c u fv ys VV VN d Mu fA As_min = 197 in 2 Therefore, the section is inadequate for shear using traditional beam theory. Check the section using a strut and tie model. The following tables show design results for the footings at bents 2 and 3. Note that all sections with DCR values greater than 1.0 are a result of the applied shear exceeding the shear capacity using beam theory. These sections were all checked using strut and tie models. See calculations that follow. Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -2713 8695 -169 4732 2005 -73057 0.89 -139594 18890 136450 172364 -13.98 17.29 1.00 1 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1432 4075 108 -8540 -283 5066 0.33 -104695 17001 127100 155429 -20.67 12.08 0.90 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -2713 8462 -169 4732 800 -11938 0.85 -139594 18890 136450 172364 -13.98 17.29 1.00 1 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1432 3784 108 -8540 483 33063 0.38 -104695 17001 127100 155128 -20.67 12.08 0.90 3 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -1784 5420 -14 14509 97 -60291 0.54 -139594 18890 136450 172364 -14.69 16.53 1.00 3 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2210 2588 29 335 -304 -4881 0.40 -104695 17001 122805 155429 -18.94 13.09 0.90 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -1784 5187 -14 14509 0 -22506 0.42 -139594 18890 136450 172364 -14.69 16.53 1.00 3 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2210 2238 29 335 -101 12311 0.41 -104695 17001 127100 155429 -21.85 11.47 0.90 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 29 4315 -380 12121 2052 -18749 0.34 -139594 18890 136450 172364 -16.20 15.12 1.00 5 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2422 5659 76 821 -109 -11029 0.57 -104695 17001 122805 155429 -19.23 12.90 0.90 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 29 4082 -380 12121 -653 11163 0.29 -139594 18890 141222 172699 -18.71 13.25 1.00 5 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2422 5309 76 821 435 28043 0.48 -104695 17001 127100 155128 -22.18 11.31 0.90 6 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 409 0 0 0 -2555 0.03 -104695 17001 122805 155128 -16.17 15.15 0.90 6 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 409 0 0 0 -2555 0.03 -104695 17001 122805 155429 -16.17 15.15 0.90 6 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 123 0 0 0 -230 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 7 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 0 0 0 0 0 0.00 -139594 18890 136450 172364 -16.17 15.15 1.00 7 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 0 0 0 0 0 0 0.00 -104695 17001 122805 155128 -16.17 15.15 0.90 7 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 7 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 8 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 28 544 -36 7744 -210 10076 0.11 -104695 17001 127100 155429 -18.72 13.25 0.90 8 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2968 -1856 -31 193 752 46294 0.62 -104695 17001 127100 155128 -23.34 10.78 0.90 8 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 28 311 -36 7744 -463 13123 0.14 -104695 17001 127100 155429 -18.72 13.25 0.90 8 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2968 -2206 -31 193 530 31823 0.58 -104695 17001 127100 155128 -23.34 10.78 0.90 9 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 329 -128 0 0 0 3163 0.03 -104695 17001 127100 155429 -19.11 13.00 0.90 9 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2195 -850 0 349 13 16607 0.41 -104695 17001 127100 155128 -21.83 11.48 0.90 9 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 329 -338 0 0 0 1503 0.02 -104695 17001 127100 155429 -19.11 13.00 0.90 9 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2195 -1200 0 349 15 9302 0.40 -104695 17001 127100 155128 -21.83 11.48 0.90 10 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 379 -82 0 -1 0 6689 0.07 -104695 17001 127100 155128 -19.18 12.95 0.90 10 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 2814 1291 -174 6779 3819 36448 0.56 -104695 17001 127100 155128 -23.09 10.89 0.90 10 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 379 -292 0 -1 0 5356 0.06 -104695 17001 127100 155128 -19.18 12.95 0.90 10 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 2814 1058 -174 6779 2580 44819 0.58 -104695 17001 127100 155128 -23.09 10.89 0.90 11 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 123 0 0 0 -230 0.01 -139594 18890 136450 172364 -16.17 15.15 1.00 11 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 0 123 0 0 0 -230 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 11 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 0 0 0 0 0 0.00 -139594 18890 141222 172699 -18.68 13.28 1.00 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 0 0 0 0 0 0 0.00 -104695 17001 122805 155429 -16.17 15.15 0.90 12 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 12 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 12 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 -409 0 0 0 -2555 0.03 -104695 17001 122805 155128 -16.17 15.15 0.90 12 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 -409 0 0 0 -2555 0.03 -104695 17001 122805 155128 -16.17 15.15 0.90 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -1203 3484 -102 7610 260 -11938 0.25 -139594 18890 136450 172364 -15.15 16.07 1.00 13 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2591 1048 21 673 671 40070 0.53 -104695 17001 127100 155128 -22.44 11.18 0.90 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -1203 3251 -102 7610 -463 12059 0.21 -139594 18890 141222 172699 -17.33 14.23 1.00 13 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2591 699 21 673 819 46294 0.57 -104695 17001 127100 155128 -22.44 11.18 0.90 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -608 4025 16 14513 -43 -22506 0.31 -139594 18890 136450 172699 -15.64 15.61 1.00 14 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2244 778 15 339 -94 12311 0.41 -104695 17001 127100 155429 -21.90 11.45 0.90 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -608 3792 16 14513 69 5341 0.26 -139594 18890 141222 172364 -17.98 13.75 1.00 14 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2244 428 15 339 12 16607 0.42 -104695 17001 127100 155128 -21.90 11.45 0.90 15 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 426 472 0 1 0 4076 0.04 -104695 17001 127100 155128 -19.25 12.91 0.90 15 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2804 2330 27 241 608 28043 0.54 -104695 17001 127100 155128 -23.07 10.90 0.90 15 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 426 262 0 1 0 6689 0.07 -104695 17001 127100 155128 -19.25 12.91 0.90 15 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2804 1980 27 241 804 43397 0.58 -104695 17001 127100 155128 -23.07 10.90 0.90 16 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 386 -818 0 -1 0 4800 0.05 -104695 17001 127100 155128 -19.19 12.95 0.90 16 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2592 -5006 -83 -318 326 31823 0.51 -104695 17001 127100 155128 -22.44 11.18 0.90 16 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 386 -1027 0 -1 0 -1773 0.06 -104695 17001 122805 155429 -16.62 14.77 0.90 16 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2592 -5355 -83 -318 -262 -5089 0.53 -104695 17001 122805 155429 -19.46 12.76 0.90 17 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 297 -551 0 0 0 1503 0.03 -104695 17001 127100 155429 -19.07 13.02 0.90 17 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2076 -2686 -21 366 -29 9560 0.38 -104695 17001 127100 155429 -21.64 11.57 0.90 17 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 297 -761 0 0 0 -3171 0.05 -104695 17001 122805 155429 -16.51 14.85 0.90 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 1 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 1 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 3 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 3 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 3 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 5 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 5 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 6 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 6 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 7 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 7 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 7 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 7 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 8 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 8 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 8 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 8 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 9 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 9 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 9 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 9 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 10 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 10 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 10 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 10 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 11 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 11 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 11 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 12 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 12 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 12 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 12 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 13 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 13 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 14 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 14 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 15 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 15 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 15 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 15 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 16 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 16 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 16 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 16 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 17 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 17 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 17 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As 2714 154730 -10.99 27.05 1.00 2713 194430 138.24 4.179E+01 9775 172.80 2.898E+01 28830 60463 27.9 -1431 116894 -14.52 21.08 0.90 -1432 143427 144.94 3.554E+01 12316 172.80 2.968E+01 24281 68070 0.0 2714 154730 -10.99 27.05 1.00 2713 194430 138.24 4.142E+01 9927 172.80 2.898E+01 28830 61258 0.0 -1431 116894 -14.52 21.08 0.90 -1432 143126 144.94 3.511E+01 12607 172.80 2.968E+01 24281 69162 0.0 1784 148489 -11.65 25.68 1.00 1785 187012 138.24 3.711E+01 12045 172.80 2.950E+01 27427 71426 0.0 -2211 107355 -15.42 19.95 0.90 -2210 136836 138.24 3.401E+01 12814 172.80 2.985E+01 23927 72076 0.0 1784 148489 -11.65 25.68 1.00 1785 187012 138.24 3.674E+01 12265 172.80 2.950E+01 27427 72377 0.0 -2211 111309 -15.42 19.95 0.90 -2210 136836 145.11 3.312E+01 14219 172.80 2.985E+01 23927 74547 0.0 -29 136247 -13.07 23.18 1.00 -29 172121 138.24 3.589E+01 12811 172.80 2.956E+01 27255 74664 0.0 -2423 105869 -15.70 19.63 0.90 -2421 135019 138.24 3.899E+01 9922 172.80 3.000E+01 23632 60073 0.0 -29 141015 -13.07 23.18 1.00 -29 172456 144.77 3.504E+01 14053 172.80 2.956E+01 27255 77069 0.0 -2422 109788 -15.70 19.63 0.90 -2421 134717 145.17 3.773E+01 11047 172.80 3.000E+01 23632 62853 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.900E+01 21487 172.80 2.900E+01 28769 97484 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 -28 126903 -13.07 23.18 0.90 -28 155197 144.77 3.003E+01 18097 172.80 2.906E+01 25731 84137 0.0 -2968 105840 -16.46 18.79 0.90 -2969 129988 143.94 3.431E+01 13103 172.80 3.014E+01 23344 71255 0.0 -28 126903 -13.07 23.18 0.90 -28 155197 144.77 3.004E+01 18072 172.80 2.906E+01 25731 84088 0.0 -2968 105840 -16.46 18.79 0.90 -2969 129988 143.94 3.368E+01 13611 172.80 3.013E+01 23365 72972 0.0 -329 124766 -13.36 22.72 0.90 -329 152686 144.73 2.941E+01 19302 172.80 2.912E+01 25582 86275 0.0 -2196 111417 -15.40 19.97 0.90 -2195 136666 145.11 3.145E+01 16013 172.80 2.980E+01 24023 79512 0.0 -329 124766 -13.36 22.72 0.90 -329 152686 144.73 2.962E+01 18865 172.80 2.912E+01 25582 85539 0.0 -2196 111417 -15.40 19.97 0.90 -2195 136666 145.11 3.158E+01 15852 172.80 2.980E+01 24022 79108 0.0 -379 124410 -13.41 22.64 0.90 -379 151965 144.74 2.961E+01 18886 172.80 2.914E+01 25536 85574 0.0 -2815 106943 -16.24 19.03 0.90 -2814 131328 144.55 3.322E+01 14067 172.80 3.035E+01 22968 74247 0.0 -379 124410 -13.41 22.64 0.90 -379 151965 144.74 2.968E+01 18740 172.80 2.914E+01 25536 85320 0.0 -2815 106943 -16.24 19.03 0.90 -2814 131328 144.55 3.357E+01 13767 172.80 3.028E+01 23082 73292 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 141222 -13.04 23.22 1.00 0 172699 144.77 2.900E+01 22503 172.80 2.900E+01 28769 97484 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 1203 144578 -12.07 24.89 1.00 1203 182310 138.24 3.408E+01 14179 172.80 2.899E+01 28793 79875 0.0 -2591 108573 -15.93 19.37 0.90 -2591 133256 145.21 3.317E+01 14179 172.80 2.999E+01 23633 74392 0.0 1203 149722 -12.07 24.89 1.00 1203 182644 144.94 3.336E+01 15542 172.80 2.899E+01 28793 82088 0.0 -2591 108573 -15.93 19.37 0.90 -2591 133256 145.21 3.330E+01 14068 172.80 3.000E+01 23618 74048 0.0 609 140573 -12.53 24.07 1.00 609 177757 138.24 3.541E+01 13146 172.80 2.993E+01 26409 76009 0.0 -2243 111077 -15.46 19.90 0.90 -2243 136552 145.12 3.115E+01 16402 172.80 2.984E+01 23943 80450 0.0 608 145524 -12.53 24.07 1.00 609 177422 144.86 3.460E+01 14412 172.80 2.993E+01 26409 78330 0.0 -2243 111077 -15.46 19.90 0.90 -2243 136251 145.12 3.116E+01 16397 172.80 2.984E+01 23943 80436 0.0 -426 124072 -13.46 22.57 0.90 -426 151574 144.75 2.985E+01 18414 172.80 2.916E+01 25493 84734 0.0 -2803 107032 -16.22 19.04 0.90 -2804 131410 144.59 3.347E+01 13851 172.80 3.007E+01 23478 73549 0.0 -426 124072 -13.46 22.57 0.90 -426 151574 144.75 2.976E+01 18592 172.80 2.916E+01 25493 85055 0.0 -2803 107032 -16.22 19.04 0.90 -2804 131410 144.59 3.415E+01 13287 172.80 3.008E+01 23459 71683 0.0 -386 124358 -13.42 22.63 0.90 -386 151909 144.74 3.035E+01 17547 172.80 2.914E+01 25529 83060 0.0 -2591 108573 -15.93 19.36 0.90 -2593 133235 145.21 3.735E+01 11256 172.80 3.007E+01 23493 63733 0.0 -387 120118 -13.42 22.63 0.90 -386 152210 138.24 3.079E+01 16106 172.80 2.914E+01 25529 81605 0.0 -2593 104672 -15.93 19.36 0.90 -2593 133536 138.24 3.858E+01 10112 172.80 3.007E+01 23493 60972 0.0 -297 124993 -13.33 22.77 0.90 -297 152954 144.73 2.992E+01 18282 172.80 2.911E+01 25611 84494 0.0 -2077 112271 -15.26 20.15 0.90 -2077 137976 145.08 3.373E+01 13677 172.80 2.979E+01 24052 72837 0.0 -298 120737 -13.33 22.77 0.90 -297 152954 138.24 3.033E+01 16785 172.80 2.911E+01 25611 83117 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 17 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2076 -3035 -21 366 -176 -10821 0.37 -104695 17001 122805 155429 -18.75 13.21 0.90 18 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 205 -982 0 -1 0 5342 0.06 -104695 17001 127100 155128 -18.95 13.10 0.90 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 2861 532 -464 10975 1579 41974 0.52 -139594 18890 141222 172364 -22.42 11.20 1.00 18 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 205 -1192 0 -1 0 -2403 0.08 -104695 17001 122805 155429 -16.40 14.95 0.90 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 2861 299 -464 10975 -1730 44933 0.52 -139594 18890 141222 172699 -22.42 11.20 1.00 1 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 215 1219 0 2 0 -2199 0.08 -104695 17001 122805 155128 -16.41 14.93 0.90 1 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -1075 9435 308 2482 4580 -68476 1.04 -139594 18890 136450 172364 -15.26 15.97 1.00 1 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 215 1009 0 2 1 5736 0.06 -104695 17001 127100 155128 -18.96 13.09 0.90 1 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -1075 9202 308 2482 6775 -2082 1.00 -139594 18890 136450 172364 -15.26 15.97 1.00 3 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 327 645 0 1 0 -1649 0.04 -104695 17001 122805 155429 -16.55 14.83 0.90 3 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 -1528 5648 -13 14589 58 -60773 0.55 -139594 18890 136450 172364 -14.89 16.33 1.00 3 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 327 435 0 1 0 2199 0.02 -104695 17001 127100 155429 -19.11 13.00 0.90 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 -1528 5415 -13 14589 -31 -21359 0.45 -139594 18890 136450 172699 -14.89 16.33 1.00 5 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 355 1106 0 1 0 -3030 0.07 -104695 17001 122805 155429 -16.58 14.80 0.90 5 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2410 5672 100 1597 -259 -11269 0.57 -104695 17001 122805 155429 -19.21 12.91 0.90 5 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 355 896 0 1 0 4101 0.05 -104695 17001 127100 155128 -19.15 12.97 0.90 5 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2410 5323 100 1597 452 27900 0.48 -104695 17001 127100 155128 -22.16 11.32 0.90 6 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 368 0 0 0 -2300 0.02 -104695 17001 122805 155128 -16.17 15.15 0.90 6 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 613 0 0 0 -3833 0.04 -104695 17001 122805 155429 -16.17 15.15 0.90 6 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 110 0 0 0 -207 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 7 0 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 0 0 0 0 0 0 0.00 -104695 17001 127100 155429 -18.68 13.28 0.90 7 0 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 0 0 0 0 0 0 0.00 -104695 17001 122805 155429 -16.17 15.15 0.90 7 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 -184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 7 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 -110 0 0 0 -207 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 8 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 2960 -1869 -53 1437 2943 46244 0.62 -104695 17001 127100 155128 -23.33 10.79 0.90 8 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 905 674 -109 11947 548 18968 0.19 -139594 18890 141222 172364 -19.78 12.58 1.00 8 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 2960 -2219 -53 1437 2563 31680 0.58 -104695 17001 127100 155128 -23.33 10.79 0.90 8 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 905 441 -109 11947 -231 22939 0.23 -139594 18890 141222 172699 -19.78 12.58 1.00 9 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1119 -1237 -2 517 123 9834 0.11 -104695 17001 127100 155128 -20.22 12.33 0.90 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 596 2888 50 14443 34 5341 0.19 -139594 18890 141222 172364 -19.40 12.82 1.00 9 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1119 -1447 -2 517 111 275 0.09 -104695 17001 127100 155128 -20.22 12.33 0.90 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 596 2655 50 14443 389 25087 0.25 -139594 18890 141222 172364 -19.40 12.82 1.00 10 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 1331 -1089 -9 -4275 1764 28869 0.34 -104695 17001 127100 155128 -20.53 12.16 0.90 10 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1704 1875 -60 9834 -3552 22328 0.26 -139594 18890 141222 172699 -20.82 12.00 1.00 10 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 1331 -1299 -9 -4275 1698 20362 0.25 -104695 17001 127100 155128 -20.53 12.16 0.90 10 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1704 1642 -60 9834 -3977 34855 0.39 -139594 18890 141222 172699 -20.82 12.00 1.00 11 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 110 0 0 0 -207 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 11 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 11 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 0 0 0 0 0 0 0.00 -104695 17001 122805 155128 -16.17 15.15 0.90 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 0 0 0 0 0 0 0.00 -104695 17001 127100 155429 -18.68 13.28 0.90 12 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 -184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 12 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 -110 0 0 0 -207 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 12 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 -613 0 0 0 -3833 0.04 -104695 17001 122805 155128 -16.17 15.15 0.90 12 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 -368 0 0 0 -2300 0.02 -104695 17001 122805 155429 -16.17 15.15 0.90 13 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 1571 19 41 -5033 147 25175 0.29 -104695 17001 127100 155128 -20.88 11.97 0.90 13 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 314 3696 -8 8307 6764 -2082 0.28 -139594 18890 136450 172364 -16.49 14.87 1.00 13 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 1571 -191 41 -5033 436 24564 0.29 -104695 17001 127100 155128 -20.88 11.97 0.90 13 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 314 3463 -8 8307 6710 23419 0.28 -139594 18890 141222 172364 -19.05 13.04 1.00 14 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1357 -253 6 444 83 12381 0.14 -104695 17001 127100 155128 -20.56 12.14 0.90 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 -347 4105 17 14593 -74 -21359 0.32 -139594 18890 136450 172699 -15.86 15.41 1.00 14 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1357 -462 6 444 124 9834 0.11 -104695 17001 127100 155128 -20.56 12.14 0.90 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 -347 3872 17 14593 45 7057 0.27 -139594 18890 141222 172364 -18.28 13.55 1.00 15 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 427 468 0 0 0 4101 0.04 -104695 17001 127100 155128 -19.25 12.91 0.90 15 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1475 2808 -194 11938 -1323 7870 0.18 -139594 18890 141222 172699 -20.52 12.16 1.00 15 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 427 259 0 0 1 6691 0.07 -104695 17001 127100 155128 -19.25 12.91 0.90 15 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1475 2575 -194 11938 -2704 27051 0.30 -139594 18890 141222 172699 -20.52 12.16 1.00 16 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 2586 -5027 -192 4885 2172 31751 0.51 -104695 17001 127100 155128 -22.44 11.19 0.90 16 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 388 -815 0 -2 0 4832 0.05 -104695 17001 127100 155429 -19.19 12.95 0.90 16 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 2586 -5377 -192 4885 804 -5313 0.53 -104695 17001 122805 155128 -19.45 12.76 0.90 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 17 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 18 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 18 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 1 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 1 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 1 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 3 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 3 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 3 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 5 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 5 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 5 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 5 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 6 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 6 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 6 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 6 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 7 0 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 7 0 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 7 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 7 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 8 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 8 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 8 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 8 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 9 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 9 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 10 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 10 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 10 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 10 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 11 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 11 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 11 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 12 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 12 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 12 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 12 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 13 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 13 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 13 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 13 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 14 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 14 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 15 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 15 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 15 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 15 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 16 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 16 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 16 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -2076 108305 -15.26 20.15 0.90 -2077 137976 138.24 3.467E+01 12328 172.80 2.979E+01 24052 70314 0.0 -205 125647 -13.24 22.91 0.90 -205 153416 144.74 3.053E+01 17266 172.80 2.907E+01 25698 82478 0.0 -2861 120771 -15.91 19.39 1.00 -2861 148213 145.21 3.301E+01 15924 172.80 3.072E+01 24799 83180 0.0 -204 121389 -13.24 22.91 0.90 -205 153718 138.24 3.098E+01 15847 172.80 2.907E+01 25698 80992 0.0 -2861 120771 -15.91 19.39 1.00 -2861 148548 145.21 3.302E+01 15915 172.80 3.072E+01 24799 83153 0.0 -215 121310 -13.25 22.89 0.90 -216 153331 138.24 3.103E+01 15785 172.80 2.908E+01 25688 80843 0.0 1076 143721 -12.16 24.72 1.00 1074 181262 138.24 4.362E+01 9079 172.80 2.906E+01 28582 56700 45.7 -215 125575 -13.25 22.89 0.90 -216 153331 144.74 3.057E+01 17199 172.80 2.908E+01 25688 82336 0.0 1076 143721 -12.16 24.72 1.00 1074 181262 138.24 4.325E+01 9213 172.80 2.918E+01 28269 57442 0.0 -327 120530 -13.36 22.72 0.90 -327 152700 138.24 3.016E+01 17062 172.80 2.912E+01 25584 83696 0.0 1529 146773 -11.84 25.33 1.00 1529 184951 138.24 3.757E+01 11779 172.80 2.959E+01 27183 70242 0.0 -327 124783 -13.36 22.72 0.90 -327 152700 144.73 2.976E+01 18583 172.80 2.912E+01 25584 85044 0.0 1529 146773 -11.84 25.33 1.00 1529 185286 138.24 3.721E+01 11988 172.80 2.959E+01 27183 71175 0.0 -354 120343 -13.39 22.68 0.90 -354 152476 138.24 3.091E+01 15952 172.80 2.913E+01 25558 81242 0.0 -2411 105954 -15.68 19.64 0.90 -2410 135115 138.24 3.901E+01 9915 172.80 3.002E+01 23573 60037 0.0 -355 124584 -13.39 22.68 0.90 -354 152175 144.74 3.045E+01 17379 172.80 2.913E+01 25558 82715 0.0 -2410 109880 -15.68 19.64 0.90 -2410 134814 145.16 3.775E+01 11038 172.80 3.002E+01 23573 62818 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.959E+01 18082 172.80 2.900E+01 25892 85654 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.998E+01 17367 172.80 2.900E+01 25892 84308 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 127100 -13.04 23.22 0.90 0 155429 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 -2960 105899 -16.45 18.81 0.90 -2960 130058 143.98 3.432E+01 13104 172.80 3.027E+01 23112 71247 0.0 -905 134785 -13.86 21.99 1.00 -905 164800 144.82 3.099E+01 18433 172.80 2.949E+01 27442 89962 0.0 -2960 105899 -16.45 18.81 0.90 -2960 130058 143.98 3.368E+01 13617 172.80 3.025E+01 23147 72979 0.0 -905 134785 -13.86 21.99 1.00 -905 165134 144.82 3.106E+01 18324 172.80 2.949E+01 27442 89710 0.0 -1118 119137 -14.18 21.54 0.90 -1119 145764 144.87 3.124E+01 16261 172.80 2.942E+01 24867 80180 0.0 -596 136987 -13.57 22.41 1.00 -596 167384 144.77 3.377E+01 15127 172.80 3.039E+01 25442 80807 0.0 -1118 119137 -14.18 21.54 0.90 -1119 145764 144.87 3.155E+01 15867 172.80 2.941E+01 24869 79212 0.0 -596 136987 -13.57 22.41 1.00 -596 167384 144.77 3.345E+01 15433 172.80 3.039E+01 25442 81799 0.0 -1331 117609 -14.41 21.22 0.90 -1331 143980 144.92 3.206E+01 15273 172.80 2.958E+01 24492 77649 0.0 -1703 129074 -14.63 20.93 1.00 -1704 158410 144.96 3.240E+01 16571 172.80 2.985E+01 26592 85159 0.0 -1331 117609 -14.41 21.22 0.90 -1331 143980 144.92 3.169E+01 15694 172.80 2.958E+01 24499 78760 0.0 -1703 129074 -14.63 20.93 1.00 -1704 158410 144.96 3.297E+01 15937 172.80 2.987E+01 26543 83303 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 127100 -13.04 23.22 0.90 0 155429 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.998E+01 17367 172.80 2.900E+01 25892 84308 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.959E+01 18082 172.80 2.900E+01 25892 85654 0.0 -1571 115893 -14.67 20.87 0.90 -1571 141954 144.97 3.113E+01 16413 172.80 2.963E+01 24382 80517 0.0 -315 134261 -13.32 22.79 1.00 -315 169739 138.24 3.502E+01 13430 172.80 2.946E+01 27510 77113 0.0 -1571 115893 -14.67 20.87 0.90 -1571 141954 144.97 3.122E+01 16294 172.80 2.963E+01 24382 80234 0.0 -313 139000 -13.32 22.79 1.00 -315 169739 144.73 3.423E+01 14714 172.80 2.946E+01 27517 79430 0.0 -1357 117430 -14.44 21.19 0.90 -1356 143762 144.92 3.044E+01 17417 172.80 2.950E+01 24667 82747 0.0 347 138806 -12.75 23.70 1.00 347 175582 138.24 3.564E+01 12985 172.80 3.003E+01 26184 75366 0.0 -1357 117430 -14.44 21.19 0.90 -1356 143762 144.92 3.044E+01 17418 172.80 2.951E+01 24662 82750 0.0 346 143674 -12.75 23.70 1.00 347 175247 144.82 3.481E+01 14235 172.80 3.003E+01 26184 77712 0.0 -426 124072 -13.46 22.57 0.90 -428 151560 144.75 2.985E+01 18423 172.80 2.916E+01 25492 84749 0.0 -1474 130713 -14.40 21.23 1.00 -1475 160340 144.92 3.369E+01 15218 172.80 2.982E+01 26648 81055 0.0 -426 124072 -13.46 22.57 0.90 -428 151560 144.75 2.976E+01 18596 172.80 2.916E+01 25492 85062 0.0 -1474 130713 -14.40 21.23 1.00 -1475 160340 144.92 3.335E+01 15550 172.80 2.982E+01 26648 82119 0.0 -2585 108618 -15.92 19.37 0.90 -2586 133298 145.21 3.738E+01 11240 172.80 3.022E+01 23194 63666 0.0 -388 124349 -13.42 22.63 0.90 -388 152196 144.74 3.035E+01 17553 172.80 2.914E+01 25528 83072 0.0 -2586 104722 -15.92 19.37 0.90 -2586 133298 138.24 3.861E+01 10097 172.80 3.022E+01 23194 60903 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 16 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 388 -1025 0 -2 -1 -1721 0.06 -104695 17001 122805 155429 -16.62 14.77 0.90 17 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1438 -2775 -64 -9688 -69 4865 0.20 -104695 17001 127100 155429 -20.68 12.07 0.90 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 1740 1752 -83 13498 559 25335 0.27 -139594 18890 141222 172364 -20.87 11.97 1.00 17 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2071 -3079 -13 351 -86 -11391 0.37 -104695 17001 122805 155429 -18.75 13.21 0.90 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 1740 1519 -83 13498 -34 36988 0.38 -139594 18890 141222 172699 -20.87 11.97 1.00 18 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 698 -6225 -187 143 2608 31785 0.58 -104695 17001 127100 155128 -19.62 12.68 0.90 18 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1801 1391 110 7134 -4325 34855 0.40 -139594 18890 141222 172699 -20.95 11.93 1.00 18 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 698 -6516 -187 143 1275 -13604 0.68 -104695 17001 122805 155128 -16.99 14.47 0.90 18 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1801 1158 110 7134 -3543 43935 0.49 -139594 18890 141222 172699 -20.95 11.93 1.00 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 -36 6393 -892 6323 -475 -23785 0.58 -139594 18890 136450 172699 -16.13 15.17 1.00 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -55 6371 1130 -9091 3806 -23655 0.58 -139594 18890 136450 172364 -16.12 15.19 1.00 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 -36 6160 -892 6323 -6829 20938 0.51 -139594 18890 141222 172699 -18.64 13.30 1.00 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 -55 6138 1130 -9091 11860 20906 0.51 -139594 18890 141222 172364 -18.62 13.32 1.00 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1184 2956 -171 4769 1545 -17913 0.21 -139594 18890 136450 172364 -17.44 14.12 1.00 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 1179 2980 152 6319 -939 -18230 0.21 -139594 18890 136450 172699 -17.44 14.13 1.00 3 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1184 2723 -171 4769 325 2318 0.18 -139594 18890 141222 172364 -20.14 12.38 1.00 3 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 1179 2747 152 6319 145 2169 0.18 -139594 18890 141222 172364 -20.13 12.38 1.00 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1505 4683 -929 9896 540 -11656 0.39 -139594 18890 136450 172364 -17.81 13.86 1.00 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1482 4618 1015 -7884 1674 -11207 0.38 -139594 18890 136450 172364 -17.78 13.87 1.00 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1505 4450 -929 9896 -6079 20882 0.34 -139594 18890 141222 172699 -20.56 12.14 1.00 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1482 4385 1015 -7884 8907 20866 0.33 -139594 18890 141222 172364 -20.53 12.16 1.00 6 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 409 0 0 0 -2555 0.03 -104695 17001 122805 155128 -16.17 15.15 0.90 6 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 409 0 0 0 -2555 0.03 -104695 17001 122805 155429 -16.17 15.15 0.90 6 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 7 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -139594 18890 141222 172699 -18.68 13.28 1.00 7 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -104695 17001 122805 155429 -16.17 15.15 0.90 7 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 7 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 965 -458 -415 6854 14715 19096 0.31 -139594 18890 141222 172364 -19.86 12.54 1.00 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 980 -419 246 1722 -9982 19046 0.27 -139594 18890 141222 172699 -19.88 12.53 1.00 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 965 -691 -415 6854 11755 15002 0.24 -139594 18890 141222 172364 -19.86 12.54 1.00 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 980 -652 246 1722 -8232 15231 0.22 -139594 18890 141222 172699 -19.88 12.53 1.00 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 915 601 -152 3911 1390 7340 0.08 -139594 18890 141222 172364 -19.80 12.58 1.00 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 940 653 84 5524 -846 7412 0.08 -139594 18890 141222 172699 -19.83 12.56 1.00 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 915 368 -152 3911 305 10790 0.11 -139594 18890 141222 172364 -19.80 12.58 1.00 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 940 420 84 5524 -245 11236 0.11 -139594 18890 141222 172699 -19.83 12.56 1.00 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2256 106 -380 4197 13128 34755 0.40 -139594 18890 141222 172364 -21.57 11.61 1.00 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1590 345 238 3861 -11221 22991 0.33 -139594 18890 141222 172699 -20.67 12.08 1.00 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2256 -127 -380 4197 10423 34683 0.40 -139594 18890 141222 172364 -21.57 11.61 1.00 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1590 112 238 3861 -9523 24621 0.33 -139594 18890 141222 172699 -20.67 12.08 1.00 11 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 123 0 0 0 -230 0.01 -139594 18890 136450 172364 -16.17 15.15 1.00 11 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 11 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -139594 18890 141222 172699 -18.68 13.28 1.00 11 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -139594 18890 141222 172364 -18.68 13.28 1.00 12 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 12 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172364 -16.17 15.15 1.00 12 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -409 0 0 0 -2555 0.02 -139594 18890 136450 172699 -16.17 15.15 1.00 12 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 -409 0 0 0 -2555 0.02 -139594 18890 136450 172364 -16.17 15.15 1.00 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1167 1628 -275 2927 -8160 20938 0.28 -139594 18890 141222 172699 -20.12 12.39 1.00 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1147 1612 293 428 13354 20906 0.32 -139594 18890 141222 172364 -20.09 12.40 1.00 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1167 1395 -275 2927 -10119 31704 0.40 -139594 18890 141222 172699 -20.12 12.39 1.00 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1147 1379 293 428 15439 31564 0.44 -139594 18890 141222 172364 -20.09 12.40 1.00 14 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1424 1473 -100 4543 266 2318 0.08 -139594 18890 141222 172364 -20.45 12.20 1.00 14 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 1422 1493 59 6671 175 2169 0.09 -139594 18890 141222 172364 -20.45 12.20 1.00 14 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1424 1240 -100 4543 -443 11980 0.13 -139594 18890 141222 172699 -20.45 12.20 1.00 14 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 1422 1260 59 6671 597 11979 0.13 -139594 18890 141222 172364 -20.45 12.20 1.00 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2192 2135 -331 6531 -8315 20882 0.37 -139594 18890 141222 172699 -21.48 11.65 1.00 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2165 2066 289 -1590 10973 20866 0.37 -139594 18890 141222 172364 -21.45 11.67 1.00 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2192 1902 -331 6531 -10677 35262 0.39 -139594 18890 141222 172699 -21.48 11.65 1.00 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 16 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 17 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 17 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 18 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 18 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 18 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 18 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 3 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 3 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 6 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 7 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 7 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 7 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 7 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 11 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 11 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 11 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 11 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 12 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 12 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 12 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 12 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 14 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 14 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 14 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 14 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -388 120108 -13.42 22.63 0.90 -388 152196 138.24 3.079E+01 16111 172.80 2.914E+01 25528 81618 0.0 -1438 116845 -14.53 21.06 0.90 -1439 143364 144.94 3.363E+01 13752 172.80 2.962E+01 24412 73124 0.0 -1741 128806 -14.67 20.88 1.00 -1740 157768 144.97 3.287E+01 16046 172.80 3.075E+01 24739 83629 0.0 -2071 108340 -15.25 20.15 0.90 -2071 138024 138.24 3.474E+01 12281 172.80 2.978E+01 24078 70136 0.0 -1741 128806 -14.67 20.88 1.00 -1740 158103 144.97 3.345E+01 15451 172.80 3.075E+01 24739 81790 0.0 -698 122136 -13.74 22.16 0.90 -699 149292 144.80 3.845E+01 10655 172.80 2.953E+01 24612 61257 0.0 -1801 128378 -14.73 20.80 1.00 -1801 157589 144.98 3.282E+01 16099 172.80 2.996E+01 26343 83781 0.0 -699 117940 -13.74 22.16 0.90 -699 149292 138.24 3.967E+01 9626 172.80 2.953E+01 24612 58635 0.0 -1801 128378 -14.73 20.80 1.00 -1801 157589 144.98 3.320E+01 15699 172.80 2.992E+01 26431 82565 0.0 36 136696 -13.01 23.27 1.00 36 173000 138.24 3.918E+01 10930 172.80 3.029E+01 25639 66292 0.0 55 136823 -13.00 23.30 1.00 55 172820 138.24 3.914E+01 10952 172.80 3.063E+01 24971 66395 0.0 36 141478 -13.01 23.27 1.00 36 173000 144.78 3.808E+01 12041 172.80 3.029E+01 25639 68964 0.0 55 141610 -13.00 23.30 1.00 55 172820 144.78 3.804E+01 12064 172.80 3.063E+01 24971 69064 0.0 -1184 128201 -14.12 21.61 1.00 -1184 162454 138.24 3.419E+01 14087 172.80 2.968E+01 26972 79549 0.0 -1178 128243 -14.12 21.62 1.00 -1179 162833 138.24 3.422E+01 14058 172.80 2.965E+01 27043 79443 0.0 -1184 132788 -14.12 21.61 1.00 -1184 162454 144.86 3.346E+01 15436 172.80 2.968E+01 26972 81774 0.0 -1178 132834 -14.12 21.62 1.00 -1179 162498 144.86 3.349E+01 15404 172.80 2.965E+01 27043 81673 0.0 -1505 125957 -14.43 21.19 1.00 -1505 159750 138.24 3.707E+01 12068 172.80 3.090E+01 24468 71524 0.0 -1482 126119 -14.41 21.22 1.00 -1482 159949 138.24 3.696E+01 12136 172.80 3.102E+01 24263 71820 0.0 -1505 130496 -14.43 21.19 1.00 -1505 160085 144.92 3.612E+01 13270 172.80 3.090E+01 24468 74034 0.0 -1482 130659 -14.41 21.22 1.00 -1482 159949 144.92 3.602E+01 13342 172.80 3.102E+01 24263 74321 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 141222 -13.04 23.22 1.00 0 172699 144.77 2.900E+01 22503 172.80 2.900E+01 28769 97484 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 -965 134355 -13.91 21.91 1.00 -965 164293 144.83 3.086E+01 18637 172.80 3.040E+01 25413 90424 0.0 -981 134243 -13.93 21.89 1.00 -979 164509 144.83 3.084E+01 18679 172.80 3.004E+01 26154 90518 0.0 -965 134355 -13.91 21.91 1.00 -965 164293 144.83 3.078E+01 18763 172.80 3.025E+01 25716 90706 0.0 -981 134243 -13.93 21.89 1.00 -979 164509 144.83 3.077E+01 18779 172.80 2.995E+01 26348 90739 0.0 -915 134710 -13.87 21.97 1.00 -916 164710 144.82 3.023E+01 19727 172.80 2.956E+01 27277 92731 0.0 -939 134542 -13.89 21.94 1.00 -939 164851 144.82 3.031E+01 19577 172.80 2.947E+01 27503 92431 0.0 -915 134710 -13.87 21.97 1.00 -916 164710 144.82 3.027E+01 19654 172.80 2.956E+01 27277 92586 0.0 -939 134542 -13.89 21.94 1.00 -939 164851 144.82 3.034E+01 19517 172.80 2.947E+01 27503 92308 0.0 -2257 125109 -15.20 20.21 1.00 -2255 153411 145.07 3.203E+01 17021 172.80 3.077E+01 24719 86366 0.0 -1591 129882 -14.52 21.08 1.00 -1589 159377 144.94 3.125E+01 18064 172.80 3.032E+01 25569 89061 0.0 -2257 125109 -15.20 20.21 1.00 -2255 153411 145.07 3.204E+01 17008 172.80 3.063E+01 24973 86330 0.0 -1591 129882 -14.52 21.08 1.00 -1589 159377 144.94 3.117E+01 18171 172.80 3.024E+01 25745 89315 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 141222 -13.04 23.22 1.00 0 172699 144.77 2.900E+01 22503 172.80 2.900E+01 28769 97484 0.0 0 141222 -13.04 23.22 1.00 0 172364 144.77 2.900E+01 22503 172.80 2.900E+01 28769 97484 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 -1167 132908 -14.10 21.64 1.00 -1167 162935 144.86 3.191E+01 17148 172.80 3.004E+01 26160 86771 0.0 -1147 133055 -14.08 21.67 1.00 -1146 162775 144.86 3.189E+01 17174 172.80 3.031E+01 25597 86841 0.0 -1167 132908 -14.10 21.64 1.00 -1167 162935 144.86 3.240E+01 16558 172.80 3.014E+01 25948 85152 0.0 -1147 133055 -14.08 21.67 1.00 -1146 162775 144.86 3.237E+01 16589 172.80 3.041E+01 25386 85242 0.0 -1424 131076 -14.35 21.30 1.00 -1424 160433 144.91 3.170E+01 17430 172.80 2.966E+01 27013 87494 0.0 -1422 131086 -14.35 21.30 1.00 -1423 160448 144.91 3.173E+01 17391 172.80 2.961E+01 27156 87393 0.0 -1424 131076 -14.35 21.30 1.00 -1424 160768 144.91 3.136E+01 17903 172.80 2.966E+01 27013 88680 0.0 -1422 131086 -14.35 21.30 1.00 -1423 160448 144.91 3.139E+01 17861 172.80 2.961E+01 27156 88577 0.0 -2192 125570 -15.13 20.29 1.00 -2192 154280 145.06 3.296E+01 15959 172.80 3.046E+01 25290 83335 0.0 -2164 125770 -15.11 20.33 1.00 -2165 154173 145.05 3.285E+01 16077 172.80 3.056E+01 25110 83691 0.0 -2192 125570 -15.13 20.29 1.00 -2192 154280 145.06 3.337E+01 15545 172.80 3.058E+01 25060 82057 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2165 1833 289 -1590 13029 34755 0.39 -139594 18890 141222 172364 -21.45 11.67 1.00 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1855 -3524 -1172 14905 9110 23753 0.32 -139594 18890 141222 172364 -21.03 11.89 1.00 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1878 -3502 801 -800 -6586 24009 0.31 -139594 18890 141222 172699 -21.06 11.87 1.00 16 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1855 -3757 -1172 14905 763 -2184 0.29 -139594 18890 136450 172364 -18.21 13.57 1.00 16 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1878 -3735 801 -800 -879 -1776 0.29 -139594 18890 136450 172699 -18.24 13.55 1.00 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1230 -395 -269 4653 215 10790 0.11 -139594 18890 141222 172364 -20.20 12.34 1.00 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1256 -338 190 5036 -203 11236 0.11 -139594 18890 141222 172699 -20.23 12.32 1.00 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1230 -628 -269 4653 -1702 7144 0.09 -139594 18890 141222 172699 -20.20 12.34 1.00 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1256 -571 190 5036 1154 8001 0.09 -139594 18890 141222 172364 -20.23 12.32 1.00 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1696 -3030 -1171 12037 8546 34683 0.43 -139594 18890 141222 172364 -20.81 12.00 1.00 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1722 -2942 916 -2247 -8498 35772 0.44 -139594 18890 141222 172699 -20.85 11.98 1.00 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1696 -3263 -1171 12037 202 12262 0.22 -139594 18890 141222 172364 -20.81 12.00 1.00 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1722 -3175 916 -2247 -1973 13983 0.22 -139594 18890 141222 172699 -20.85 11.98 1.00 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -439 4779 1124 -9208 3855 -23208 0.38 -139594 18890 136450 172364 -15.79 15.48 1.00 1 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1236 5558 195 6881 -274 -3094 0.54 -104695 17001 122805 155429 -17.66 13.96 0.90 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -439 4546 1124 -9208 11861 10010 0.33 -139594 18890 141222 172364 -18.17 13.62 1.00 1 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1236 5267 195 6881 1113 35468 0.47 -104695 17001 127100 155128 -20.39 12.24 0.90 3 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1974 1727 -46 -10280 981 1980 0.36 -104695 17001 127100 155128 -21.49 11.65 0.90 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 -365 5031 -60 16281 873 -50670 0.49 -139594 18890 136450 172364 -15.85 15.42 1.00 3 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1974 1436 -46 -10280 654 13250 0.36 -104695 17001 127100 155128 -21.49 11.65 0.90 3 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 -365 4798 -60 16281 446 -15651 0.39 -139594 18890 136450 172364 -15.85 15.42 1.00 5 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 2220 4903 229 -12285 -367 -6551 0.47 -104695 17001 122805 155429 -18.95 13.08 0.90 5 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 552 4839 -325 13372 2228 -25781 0.40 -139594 18890 136450 172364 -16.75 14.66 1.00 5 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 2220 4612 229 -12285 1264 27347 0.43 -104695 17001 127100 155128 -21.86 11.46 0.90 5 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 552 4606 -325 13372 -85 7870 0.35 -139594 18890 141222 172699 -19.34 12.85 1.00 6 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 0 511 0 0 0 -3194 0.03 -104695 17001 122805 155429 -16.17 15.15 0.90 6 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 409 0 0 0 -2555 0.02 -139594 18890 136450 172364 -16.17 15.15 1.00 6 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 0 153 0 0 0 -287 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 123 0 0 0 -230 0.01 -139594 18890 136450 172364 -16.17 15.15 1.00 7 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -104695 17001 127100 155429 -18.68 13.28 0.90 7 0 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 0 0 0 0 0 0 0.00 -104695 17001 127100 155128 -18.68 13.28 0.90 7 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 7 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 8 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1648 -1296 31 -6662 558 25484 0.30 -104695 17001 127100 155128 -20.99 11.91 0.90 8 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1214 483 -271 12994 5790 23419 0.28 -139594 18890 141222 172364 -20.18 12.35 1.00 8 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1648 -1506 31 -6662 778 15503 0.19 -104695 17001 127100 155128 -20.99 11.91 0.90 8 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1214 250 -271 12994 3860 26031 0.29 -139594 18890 141222 172364 -20.18 12.35 1.00 9 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1679 -1132 -58 -9921 335 13970 0.16 -104695 17001 127100 155128 -21.04 11.88 0.90 9 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1005 2199 -26 16296 14 8027 0.20 -139594 18890 141222 172364 -19.91 12.51 1.00 9 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1679 -1423 -58 -9921 -75 4865 0.13 -104695 17001 127100 155429 -21.04 11.88 0.90 9 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1005 1966 -26 16296 -173 22867 0.23 -139594 18890 141222 172699 -19.91 12.51 1.00 10 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1303 -1041 -5 -5498 1914 27979 0.33 -104695 17001 127100 155128 -20.48 12.18 0.90 10 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1977 1846 -56 10059 -3548 27051 0.34 -139594 18890 141222 172699 -21.19 11.80 1.00 10 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1303 -1250 -5 -5498 1878 19817 0.24 -104695 17001 127100 155128 -20.48 12.18 0.90 10 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1977 1613 -56 10059 -3950 39376 0.41 -139594 18890 141222 172699 -21.19 11.80 1.00 11 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 11 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 0 153 0 0 0 -287 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 0 0 0 0 0 0.00 -104695 17001 127100 155429 -18.68 13.28 0.90 11 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 0 0 0 0 0 0 0.00 -104695 17001 127100 155128 -18.68 13.28 0.90 12 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 12 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 12 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -409 0 0 0 -2555 0.03 -104695 17001 122805 155128 -16.17 15.15 0.90 12 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 -409 0 0 0 -2555 0.02 -139594 18890 136450 172699 -16.17 15.15 1.00 13 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 2189 500 61 -7359 923 33063 0.43 -104695 17001 127100 155128 -21.82 11.49 0.90 13 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 317 3695 -111 9301 1988 -1961 0.28 -139594 18890 136450 172364 -16.50 14.87 1.00 13 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 2189 209 61 -7359 1354 35589 0.44 -104695 17001 127100 155128 -21.82 11.49 0.90 13 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 317 3462 -111 9301 1197 23537 0.24 -139594 18890 141222 172364 -19.05 13.03 1.00 14 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1865 247 -50 -10119 672 13250 0.34 -104695 17001 127100 155128 -21.32 11.74 0.90 14 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 318 3440 -45 16324 390 -15651 0.26 -139594 18890 136450 172364 -16.50 14.87 1.00 14 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1865 -45 -50 -10119 319 13970 0.34 -104695 17001 127100 155128 -21.32 11.74 0.90 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 16 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 3 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 3 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 3 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 5 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 5 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 5 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 5 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 6 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 6 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 6 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 6 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 7 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 7 0 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 7 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 7 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 8 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 8 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 8 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 8 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 9 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 9 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 9 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 9 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 10 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 10 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 10 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 10 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 11 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 11 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 11 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 12 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 12 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 12 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 12 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 13 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 13 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 13 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 13 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 14 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 14 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 14 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -2164 125770 -15.11 20.33 1.00 -2165 154173 145.05 3.327E+01 15636 172.80 3.066E+01 24913 82343 0.0 -1855 127987 -14.78 20.73 1.00 -1855 156799 144.99 3.514E+01 13991 172.80 3.198E+01 22749 76766 0.0 -1877 127828 -14.81 20.70 1.00 -1878 156941 144.99 3.486E+01 14211 172.80 3.085E+01 24558 77565 0.0 -1855 123509 -14.78 20.73 1.00 -1855 156799 138.24 3.599E+01 12745 172.80 3.198E+01 22749 74393 0.0 -1877 123350 -14.81 20.70 1.00 -1878 156941 138.24 3.571E+01 12938 172.80 3.085E+01 24558 75178 0.0 -1229 132466 -14.16 21.55 1.00 -1229 162076 144.87 3.041E+01 19413 172.80 2.984E+01 26601 92083 0.0 -1255 132282 -14.19 21.52 1.00 -1257 162178 144.88 3.040E+01 19424 172.80 2.974E+01 26844 92104 0.0 -1229 132466 -14.16 21.55 1.00 -1229 162411 144.87 3.038E+01 19456 172.80 2.984E+01 26601 92171 0.0 -1255 132282 -14.19 21.52 1.00 -1257 161844 144.88 3.037E+01 19471 172.80 2.974E+01 26844 92199 0.0 -1696 129128 -14.62 20.94 1.00 -1696 158145 144.96 3.410E+01 14849 172.80 3.133E+01 23749 79814 0.0 -1723 128931 -14.65 20.90 1.00 -1722 158256 144.96 3.399E+01 14945 172.80 3.096E+01 24362 80135 0.0 -1696 129128 -14.62 20.94 1.00 -1696 158145 144.96 3.444E+01 14552 172.80 3.133E+01 23749 78791 0.0 -1723 128931 -14.65 20.90 1.00 -1722 158256 144.96 3.432E+01 14656 172.80 3.096E+01 24362 79149 0.0 438 139420 -12.67 23.83 1.00 439 176011 138.24 3.645E+01 12450 172.80 3.048E+01 25258 73165 0.0 -1237 114186 -14.30 21.36 0.90 -1236 145078 138.24 3.836E+01 10214 172.80 2.973E+01 24162 61450 0.0 440 144336 -12.67 23.83 1.00 439 176011 144.84 3.555E+01 13671 172.80 3.048E+01 25258 75622 0.0 -1237 118288 -14.30 21.36 0.90 -1236 144777 144.90 3.723E+01 11295 172.80 2.973E+01 24162 64000 0.0 -1974 113005 -15.14 20.29 0.90 -1975 138539 145.06 3.228E+01 15049 172.80 2.980E+01 24019 76994 0.0 365 138926 -12.73 23.73 1.00 365 175396 138.24 3.712E+01 12041 172.80 3.019E+01 25846 71407 0.0 -1974 113005 -15.14 20.29 0.90 -1975 138539 145.06 3.185E+01 15528 172.80 2.979E+01 24053 78289 0.0 365 138926 -12.73 23.73 1.00 365 175396 138.24 3.675E+01 12258 172.80 3.019E+01 25847 72350 0.0 -2220 107295 -15.43 19.93 0.90 -2221 136749 138.24 3.785E+01 10462 172.80 3.095E+01 21944 62593 0.0 -552 132608 -13.53 22.46 1.00 -552 167752 138.24 3.711E+01 12047 172.80 3.051E+01 25194 71432 0.0 -2219 111247 -15.43 19.93 0.90 -2221 136447 145.11 3.676E+01 11576 172.80 3.095E+01 21944 65095 0.0 -552 137302 -13.53 22.46 1.00 -552 168087 144.76 3.616E+01 13228 172.80 3.051E+01 25194 73926 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.982E+01 17655 172.80 2.900E+01 25892 84865 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.924E+01 18784 172.80 2.900E+01 25892 86859 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 127100 -13.04 23.22 0.90 0 155429 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 127100 -13.04 23.22 0.90 0 155128 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 -1647 115348 -14.76 20.76 0.90 -1648 141305 144.98 3.212E+01 15212 172.80 2.965E+01 24339 77463 0.0 -1214 132576 -14.15 21.57 1.00 -1215 162192 144.87 3.197E+01 17077 172.80 3.077E+01 24704 86578 0.0 -1647 115348 -14.76 20.76 0.90 -1648 141305 144.98 3.183E+01 15540 172.80 2.966E+01 24315 78343 0.0 -1214 132576 -14.15 21.57 1.00 -1215 162192 144.87 3.209E+01 16932 172.80 3.068E+01 24881 86188 0.0 -1679 115125 -14.80 20.72 0.90 -1680 141032 144.99 3.131E+01 16182 172.80 2.970E+01 24243 79959 0.0 -1005 134066 -13.95 21.85 1.00 -1006 163952 144.83 3.307E+01 15821 172.80 3.066E+01 24909 82990 0.0 -1679 115125 -14.80 20.72 0.90 -1680 141333 144.99 3.172E+01 15670 172.80 2.970E+01 24243 78678 0.0 -1005 134066 -13.95 21.85 1.00 -1006 164287 144.83 3.277E+01 16143 172.80 3.066E+01 24909 83960 0.0 -1302 117822 -14.38 21.26 0.90 -1303 144210 144.91 3.196E+01 15385 172.80 2.958E+01 24505 77952 0.0 -1976 127121 -14.91 20.57 1.00 -1977 156105 145.01 3.274E+01 16185 172.80 2.994E+01 26374 84026 0.0 -1302 117822 -14.38 21.26 0.90 -1303 144210 144.91 3.161E+01 15789 172.80 2.957E+01 24509 79005 0.0 -1976 127121 -14.91 20.57 1.00 -1977 156105 145.01 3.333E+01 15580 172.80 2.996E+01 26329 82183 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.924E+01 18784 172.80 2.900E+01 25892 86859 0.0 0 127100 -13.04 23.22 0.90 0 155429 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 127100 -13.04 23.22 0.90 0 155128 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.965E+01 17957 172.80 2.900E+01 25892 85428 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 -2189 111463 -15.39 19.98 0.90 -2190 136710 145.11 3.220E+01 15144 172.80 2.989E+01 23842 77242 0.0 -317 134250 -13.32 22.79 1.00 -317 169723 138.24 3.502E+01 13430 172.80 2.930E+01 27940 77112 0.0 -2189 111463 -15.39 19.98 0.90 -2190 136710 145.11 3.213E+01 15210 172.80 2.991E+01 23798 77424 0.0 -316 138981 -13.32 22.79 1.00 -317 169723 144.73 3.423E+01 14714 172.80 2.928E+01 27992 79430 0.0 -1865 113792 -15.01 20.45 0.90 -1866 139460 145.03 3.068E+01 17065 172.80 2.975E+01 24124 81973 0.0 -318 134239 -13.32 22.78 1.00 -319 169708 138.24 3.495E+01 13483 172.80 3.043E+01 25358 77317 0.0 -1865 113792 -15.01 20.45 0.90 -1866 139460 145.03 3.057E+01 17225 172.80 2.975E+01 24124 82317 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 14 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 318 3207 -45 16324 68 8027 0.22 -139594 18890 141222 172364 -19.06 13.03 1.00 15 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 2407 1903 92 -8390 2004 27347 0.46 -104695 17001 127100 155128 -22.16 11.32 0.90 15 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1475 2808 -194 11938 -1323 7870 0.18 -139594 18890 141222 172699 -20.52 12.16 1.00 15 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 2407 1612 92 -8390 2662 39870 0.49 -104695 17001 127100 155128 -22.16 11.32 0.90 15 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1475 2575 -194 11938 -2704 27051 0.30 -139594 18890 141222 172699 -20.52 12.16 1.00 16 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1288 -3012 9 -6807 1050 15503 0.22 -104695 17001 127100 155128 -20.46 12.19 0.90 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 1216 -2161 -633 19204 4145 18951 0.23 -139594 18890 141222 172364 -20.18 12.35 1.00 16 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1288 -3221 9 -6807 1114 -6701 0.26 -104695 17001 122805 155128 -17.72 13.92 0.90 16 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 1216 -2394 -633 19204 -365 2726 0.24 -139594 18890 141222 172699 -20.18 12.35 1.00 17 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1438 -2775 -64 -9688 -69 4865 0.20 -104695 17001 127100 155429 -20.68 12.07 0.90 17 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1615 1029 -110 16330 -389 23104 0.24 -139594 18890 141222 172699 -20.71 12.06 1.00 17 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1438 -3066 -64 -9688 -526 -15941 0.25 -104695 17001 122805 155429 -17.91 13.78 0.90 17 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1615 796 -110 16330 -1173 29605 0.31 -139594 18890 141222 172699 -20.71 12.06 1.00 18 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1164 -4988 -188 -6025 973 33026 0.43 -104695 17001 127100 155128 -20.28 12.30 0.90 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1696 -3030 -1171 12037 8546 34683 0.43 -139594 18890 141222 172364 -20.81 12.00 1.00 18 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1164 -5280 -188 -6025 -370 -3554 0.51 -104695 17001 122805 155429 -17.57 14.03 0.90 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1696 -3263 -1171 12037 202 12262 0.22 -139594 18890 141222 172364 -20.81 12.00 1.00 1 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1124 2372 56 -5776 -765 9625 0.16 -104695 17001 127100 155429 -20.22 12.33 0.90 1 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 -1075 9435 308 2482 4580 -68476 1.04 -139594 18890 136450 172364 -15.26 15.97 1.00 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 -425 4596 -891 6654 -6845 9655 0.34 -139594 18890 141222 172699 -18.19 13.61 1.00 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 -439 4546 1124 -9208 11861 10010 0.33 -139594 18890 141222 172364 -18.17 13.62 1.00 3 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1948 2244 87 1384 -1122 -4120 0.35 -104695 17001 122805 155429 -18.58 13.32 0.90 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1184 2956 -171 4769 1545 -17913 0.21 -139594 18890 136450 172364 -17.44 14.12 1.00 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 163 2364 -141 6493 -519 -2841 0.15 -139594 18890 136450 172699 -16.33 15.00 1.00 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 758 2899 110 3094 1502 454 0.19 -139594 18890 141222 172364 -19.60 12.70 1.00 5 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 2120 4938 174 6055 -943 -9673 0.47 -104695 17001 122805 155429 -18.81 13.17 0.90 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 348 4802 261 3251 2931 -18587 0.39 -139594 18890 136450 172364 -16.53 14.84 1.00 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1505 4450 -929 9896 -6079 20882 0.34 -139594 18890 141222 172699 -20.56 12.14 1.00 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1482 4385 1015 -7884 8907 20866 0.33 -139594 18890 141222 172364 -20.53 12.16 1.00 6 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 409 0 0 0 -2555 0.02 -139594 18890 136450 172699 -16.17 15.15 1.00 6 0 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 0 511 0 0 0 -3194 0.03 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 6 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 123 0 0 0 -230 0.01 -139594 18890 136450 172364 -16.17 15.15 1.00 7 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 0 0 0 0 0 0.00 -139594 18890 136450 172699 -16.17 15.15 1.00 7 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 0 0 0 0 0 0 0.00 -104695 17001 127100 155128 -18.68 13.28 0.90 7 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 7 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 -123 0 0 0 -230 0.01 -139594 18890 136450 172364 -16.17 15.15 1.00 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 980 -419 246 1722 -9982 19046 0.27 -139594 18890 141222 172699 -19.88 12.53 1.00 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1777 -980 -412 7548 14782 31564 0.45 -139594 18890 141222 172364 -20.92 11.95 1.00 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 980 -652 246 1722 -8232 15231 0.22 -139594 18890 141222 172699 -19.88 12.53 1.00 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1777 -1213 -412 7548 11844 23753 0.35 -139594 18890 141222 172364 -20.92 11.95 1.00 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 940 653 84 5524 -846 7412 0.08 -139594 18890 141222 172699 -19.83 12.56 1.00 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1529 389 -143 4724 1455 11523 0.13 -139594 18890 141222 172364 -20.59 12.12 1.00 9 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1621 -36 -18 4259 -598 12550 0.13 -139594 18890 141222 172699 -20.71 12.06 1.00 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 887 2596 -41 13560 759 26560 0.27 -139594 18890 141222 172364 -19.76 12.60 1.00 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2285 188 237 3176 -11281 35262 0.40 -139594 18890 141222 172699 -21.61 11.59 1.00 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2256 106 -380 4197 13128 34755 0.40 -139594 18890 141222 172364 -21.57 11.61 1.00 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2285 -45 237 3176 -9594 35772 0.40 -139594 18890 141222 172699 -21.61 11.59 1.00 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2256 -127 -380 4197 10423 34683 0.40 -139594 18890 141222 172364 -21.57 11.61 1.00 11 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 123 0 0 0 -230 0.01 -139594 18890 136450 172699 -16.17 15.15 1.00 11 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 0 123 0 0 0 -230 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 0 0 0 0 0 0 0.00 -104695 17001 122805 155429 -16.17 15.15 0.90 11 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 0 0 0 0 0 0 0.00 -139594 18890 136450 172364 -16.17 15.15 1.00 12 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 -123 0 0 0 -230 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 12 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 0 -153 0 0 0 -287 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 12 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 -409 0 0 0 -2555 0.02 -139594 18890 136450 172699 -16.17 15.15 1.00 12 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 -409 0 0 0 -2555 0.02 -139594 18890 136450 172364 -16.17 15.15 1.00 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 454 1435 -274 3333 -8176 9655 0.16 -139594 18890 141222 172699 -19.22 12.93 1.00 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1147 1612 293 428 13354 20906 0.32 -139594 18890 141222 172364 -20.09 12.40 1.00 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 454 1202 -274 3333 -10128 19046 0.26 -139594 18890 141222 172699 -19.22 12.93 1.00 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 14 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 15 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 15 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 15 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 15 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 16 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 16 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 16 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 17 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 17 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 17 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 17 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 18 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 1 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 3 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 3 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 5 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 5 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 5 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 6 0 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 6 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 6 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 7 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 7 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 7 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 7 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 8 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 8 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 9 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 9 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 10 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 10 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 11 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 11 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 11 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 11 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 12 0 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 12 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 12 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 12 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -319 138961 -13.32 22.78 1.00 -319 169708 144.73 3.418E+01 14754 172.80 3.043E+01 25358 79567 0.0 -2407 109895 -15.68 19.65 0.90 -2407 134846 145.16 3.296E+01 14372 172.80 3.005E+01 23530 74998 0.0 -1474 130713 -14.40 21.23 1.00 -1475 160340 144.92 3.369E+01 15218 172.80 2.982E+01 26648 81055 0.0 -2407 109895 -15.68 19.65 0.90 -2407 134846 145.16 3.351E+01 13873 172.80 3.008E+01 23465 73446 0.0 -1474 130713 -14.40 21.23 1.00 -1475 160340 144.92 3.335E+01 15550 172.80 2.982E+01 26648 82119 0.0 -1288 117920 -14.36 21.29 0.90 -1288 144339 144.91 3.392E+01 13504 172.80 2.953E+01 24608 72316 0.0 -1216 132558 -14.15 21.57 1.00 -1215 162192 144.87 3.325E+01 15643 172.80 3.148E+01 23506 82426 0.0 -1288 113828 -14.36 21.29 0.90 -1288 144339 138.24 3.465E+01 12341 172.80 2.953E+01 24601 70360 0.0 -1216 132558 -14.15 21.57 1.00 -1215 162527 144.87 3.355E+01 15349 172.80 3.148E+01 23506 81494 0.0 -1438 116845 -14.53 21.06 0.90 -1439 143364 144.94 3.363E+01 13752 172.80 2.962E+01 24412 73124 0.0 -1616 129702 -14.54 21.04 1.00 -1616 159152 144.94 3.251E+01 16441 172.80 3.095E+01 24386 84792 0.0 -1438 112778 -14.53 21.06 0.90 -1439 143364 138.24 3.446E+01 12475 172.80 2.962E+01 24412 70856 0.0 -1616 129702 -14.54 21.04 1.00 -1616 159152 144.94 3.283E+01 16089 172.80 3.095E+01 24386 83763 0.0 -1164 118806 -14.23 21.47 0.90 -1164 145386 144.88 3.679E+01 11541 172.80 2.970E+01 24237 65024 0.0 -1696 129128 -14.62 20.94 1.00 -1696 158145 144.96 3.410E+01 14849 172.80 3.133E+01 23749 79814 0.0 -1164 114694 -14.23 21.47 0.90 -1164 145687 138.24 3.789E+01 10442 172.80 2.970E+01 24237 62502 0.0 -1696 129128 -14.62 20.94 1.00 -1696 158145 144.96 3.444E+01 14552 172.80 3.133E+01 23749 78791 0.0 -1123 119104 -14.18 21.53 0.90 -1123 146026 144.88 3.292E+01 14387 172.80 2.949E+01 24693 75127 0.0 1076 143721 -12.16 24.72 1.00 1074 181262 138.24 4.362E+01 9079 172.80 2.906E+01 28582 56700 45.7 425 144232 -12.68 23.81 1.00 425 176229 144.83 3.563E+01 13613 172.80 3.015E+01 25935 75401 0.0 440 144336 -12.67 23.83 1.00 439 176011 144.84 3.555E+01 13671 172.80 3.048E+01 25258 75622 0.0 -1947 109212 -15.10 20.33 0.90 -1947 139069 138.24 3.336E+01 13341 172.80 2.984E+01 23947 73877 0.0 -1184 128201 -14.12 21.61 1.00 -1184 162454 138.24 3.419E+01 14087 172.80 2.968E+01 26972 79549 0.0 -163 135319 -13.18 23.00 1.00 -164 171335 138.24 3.284E+01 15335 172.80 2.926E+01 28027 83731 0.0 -758 135829 -13.72 22.19 1.00 -758 166031 144.79 3.356E+01 15328 172.80 2.944E+01 27575 81455 0.0 -2120 107993 -15.31 20.08 0.90 -2120 137606 138.24 3.772E+01 10524 172.80 3.003E+01 23568 62873 0.0 -348 134031 -13.35 22.74 1.00 -349 169457 138.24 3.680E+01 12232 172.80 2.951E+01 27396 72234 0.0 -1505 130496 -14.43 21.19 1.00 -1505 160085 144.92 3.612E+01 13270 172.80 3.090E+01 24468 74034 0.0 -1482 130659 -14.41 21.22 1.00 -1482 159949 144.92 3.602E+01 13342 172.80 3.102E+01 24263 74321 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.982E+01 17655 172.80 2.900E+01 25892 84865 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.900E+01 21487 172.80 2.900E+01 28769 97484 0.0 0 127100 -13.04 23.22 0.90 0 155128 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 -981 134243 -13.93 21.89 1.00 -979 164509 144.83 3.084E+01 18679 172.80 3.004E+01 26154 90518 0.0 -1776 128556 -14.70 20.83 1.00 -1777 157463 144.97 3.231E+01 16677 172.80 3.070E+01 24843 85453 0.0 -981 134243 -13.93 21.89 1.00 -979 164509 144.83 3.077E+01 18779 172.80 2.995E+01 26348 90739 0.0 -1776 128556 -14.70 20.83 1.00 -1777 157463 144.97 3.200E+01 17048 172.80 3.055E+01 25123 86469 0.0 -939 134542 -13.89 21.94 1.00 -939 164851 144.82 3.031E+01 19577 172.80 2.947E+01 27503 92431 0.0 -1530 130315 -14.46 21.16 1.00 -1529 159551 144.93 3.056E+01 19158 172.80 2.977E+01 26775 91533 0.0 -1621 129666 -14.55 21.04 1.00 -1621 159110 144.94 3.039E+01 19446 172.80 2.963E+01 27084 92131 0.0 -886 134916 -13.84 22.01 1.00 -887 164949 144.81 3.344E+01 15447 172.80 3.042E+01 25365 81826 0.0 -2286 124901 -15.23 20.17 1.00 -2285 153493 145.08 3.213E+01 16896 172.80 3.058E+01 25068 86024 0.0 -2257 125109 -15.20 20.21 1.00 -2255 153411 145.07 3.203E+01 17021 172.80 3.077E+01 24719 86366 0.0 -2286 124901 -15.23 20.17 1.00 -2285 153493 145.08 3.206E+01 16987 172.80 3.049E+01 25232 86273 0.0 -2257 125109 -15.20 20.21 1.00 -2255 153411 145.07 3.204E+01 17008 172.80 3.063E+01 24973 86330 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.920E+01 20991 172.80 2.900E+01 28769 96703 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 29 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 29 19338 172.80 2.900E+01 25892 87735 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.900E+01 21487 172.80 2.900E+01 28769 97484 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.920E+01 18891 172.80 2.900E+01 25892 87033 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.924E+01 18784 172.80 2.900E+01 25892 86859 0.0 0 136450 -13.04 23.22 1.00 0 172699 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 0 136450 -13.04 23.22 1.00 0 172364 138.24 2.965E+01 19952 172.80 2.900E+01 28769 94919 0.0 -455 137993 -13.44 22.60 1.00 -455 168905 144.75 3.129E+01 17984 172.80 2.978E+01 26742 88925 0.0 -1147 133055 -14.08 21.67 1.00 -1146 162775 144.86 3.189E+01 17174 172.80 3.031E+01 25597 86841 0.0 -455 137993 -13.44 22.60 1.00 -455 168905 144.75 3.122E+01 18079 172.80 2.988E+01 26516 89155 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1147 1379 293 428 15439 31564 0.44 -139594 18890 141222 172364 -20.09 12.40 1.00 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 561 1555 -36 6047 -579 -2841 0.09 -139594 18890 136450 172699 -16.76 14.65 1.00 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1162 1670 -7 3888 1535 454 0.10 -139594 18890 141222 172364 -20.11 12.39 1.00 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 561 1322 -36 6047 -835 7412 0.08 -139594 18890 141222 172699 -19.35 12.85 1.00 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1162 1437 -7 3888 1484 11523 0.13 -139594 18890 141222 172364 -20.11 12.39 1.00 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2192 2135 -331 6531 -8315 20882 0.37 -139594 18890 141222 172699 -21.48 11.65 1.00 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2165 2066 289 -1590 10973 20866 0.37 -139594 18890 141222 172364 -21.45 11.67 1.00 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2192 1902 -331 6531 -10677 35262 0.39 -139594 18890 141222 172699 -21.48 11.65 1.00 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2165 1833 289 -1590 13029 34755 0.39 -139594 18890 141222 172364 -21.45 11.67 1.00 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1155 -2161 799 -183 -6605 15231 0.21 -139594 18890 141222 172699 -20.10 12.40 1.00 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1855 -3524 -1172 14905 9110 23753 0.32 -139594 18890 141222 172364 -21.03 11.89 1.00 16 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1548 -2538 -547 17401 -1751 8778 0.22 -139594 18890 141222 172699 -20.62 12.11 1.00 16 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1876 -4365 -50 -4397 1619 -6779 0.39 -104695 17001 122805 155128 -18.49 13.38 0.90 17 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 1746 -1207 55 3996 -589 12550 0.13 -139594 18890 141222 172699 -20.88 11.97 1.00 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 1978 1545 -78 13934 697 26560 0.34 -139594 18890 141222 172364 -21.19 11.80 1.00 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1230 -628 -269 4653 -1702 7144 0.09 -139594 18890 141222 172699 -20.20 12.34 1.00 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1256 -571 190 5036 1154 8001 0.09 -139594 18890 141222 172364 -20.23 12.32 1.00 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1722 -2942 916 -2247 -8498 35772 0.44 -139594 18890 141222 172699 -20.85 11.98 1.00 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1696 -3030 -1171 12037 8546 34683 0.43 -139594 18890 141222 172364 -20.81 12.00 1.00 18 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1801 1158 110 7134 -3543 43935 0.49 -139594 18890 141222 172699 -20.95 11.93 1.00 18 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 698 -6516 -187 143 1275 -13604 0.68 -104695 17001 122805 155128 -16.99 14.47 0.90 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 -2558 9285 -169 4821 1978 -73179 0.99 -139594 18890 136450 172364 -14.10 17.16 1.00 1 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1217 2512 80 -1050 226 10940 0.18 -104695 17001 127100 155128 -20.36 12.25 0.90 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -2713 8462 -169 4732 800 -11938 0.85 -139594 18890 136450 172364 -13.98 17.29 1.00 1 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 1393 5958 205 -5401 2089 40088 0.56 -104695 17001 127100 155128 -20.62 12.11 0.90 3 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 -1528 5648 -13 14589 58 -60773 0.55 -139594 18890 136450 172364 -14.89 16.33 1.00 3 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1532 784 12 372 -7 7540 0.09 -104695 17001 127100 155429 -20.82 12.00 0.90 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -1784 5187 -14 14509 0 -22506 0.42 -139594 18890 136450 172364 -14.69 16.53 1.00 3 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1974 1436 -46 -10280 654 13250 0.36 -104695 17001 127100 155128 -21.49 11.65 0.90 5 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 552 4839 -325 13372 2228 -25781 0.40 -139594 18890 136450 172364 -16.75 14.66 1.00 5 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 1656 3406 150 -7619 -598 -2221 0.28 -104695 17001 122805 155429 -18.20 13.58 0.90 5 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 354 902 0 3 0 4076 0.05 -104695 17001 127100 155429 -19.15 12.98 0.90 5 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 2422 5278 149 -4173 1678 28144 0.48 -104695 17001 127100 155128 -22.18 11.31 0.90 6 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 613 0 0 0 -3833 0.04 -104695 17001 122805 155429 -16.17 15.15 0.90 6 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 368 0 0 0 -2300 0.02 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 6 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 110 0 0 0 -207 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 7 0 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 0 0 0 0 0 0 0.00 -104695 17001 122805 155128 -16.17 15.15 0.90 7 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 0 0 0 0 0 0 0.00 -104695 17001 127100 155128 -18.68 13.28 0.90 7 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 -184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 7 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 -110 0 0 0 -207 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 8 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 454 -228 0 0 1 7169 0.08 -104695 17001 127100 155128 -19.28 12.89 0.90 8 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2968 -1856 -31 193 752 46294 0.62 -104695 17001 127100 155128 -23.34 10.78 0.90 8 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 454 -437 0 0 0 4800 0.05 -104695 17001 127100 155128 -19.28 12.89 0.90 8 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2960 -2180 -42 68 579 31908 0.58 -104695 17001 127100 155128 -23.33 10.79 0.90 9 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 329 -128 0 0 0 3163 0.03 -104695 17001 127100 155429 -19.11 13.00 0.90 9 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2195 -850 0 349 13 16607 0.41 -104695 17001 127100 155128 -21.83 11.48 0.90 9 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1119 -1447 -2 517 111 275 0.09 -104695 17001 127100 155128 -20.22 12.33 0.90 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 887 2596 -41 13560 759 26560 0.27 -139594 18890 141222 172364 -19.76 12.60 1.00 10 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 379 -82 0 -1 0 6689 0.07 -104695 17001 127100 155128 -19.18 12.95 0.90 10 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2467 -579 -27 -750 1026 43399 0.53 -104695 17001 127100 155128 -22.25 11.28 0.90 10 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 379 -294 0 0 1 5342 0.06 -104695 17001 127100 155128 -19.18 12.95 0.90 10 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 2812 1087 -2 7008 -2467 45000 0.58 -104695 17001 127100 155429 -23.08 10.89 0.90 11 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 11 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 110 0 0 0 -207 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 11 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 0 0 0 0 0 0 0.00 -104695 17001 122805 155429 -16.17 15.15 0.90 11 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 0 0 0 0 0 0 0.00 -104695 17001 127100 155128 -18.68 13.28 0.90 12 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 -184 0 0 0 -345 0.01 -104695 17001 122805 155128 -16.17 15.15 0.90 12 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 -110 0 0 0 -207 0.01 -104695 17001 122805 155429 -16.17 15.15 0.90 12 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 0 -613 0 0 0 -3833 0.04 -104695 17001 122805 155128 -16.17 15.15 0.90 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 13 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 14 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 15 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 15 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 16 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 16 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 17 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 18 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 1 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 1 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 1 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 3 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 3 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 3 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 3 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 5 0 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 5 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 5 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 5 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 6 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 6 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 6 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 6 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 7 0 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 7 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 7 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 7 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 8 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 8 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 8 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 8 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 9 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 9 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 9 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 9 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 10 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 10 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 10 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 10 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 11 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 11 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 11 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 11 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 12 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 12 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 12 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -1147 133055 -14.08 21.67 1.00 -1146 162775 144.86 3.237E+01 16589 172.80 3.041E+01 25386 85242 0.0 -562 132544 -13.54 22.45 1.00 -562 168010 138.24 3.170E+01 16621 172.80 2.926E+01 28039 87475 0.0 -1162 132945 -14.10 21.64 1.00 -1162 162644 144.86 3.189E+01 17171 172.80 2.951E+01 27399 86832 0.0 -561 137235 -13.54 22.45 1.00 -562 168010 144.76 3.116E+01 18171 172.80 2.927E+01 28004 89368 0.0 -1162 132945 -14.10 21.64 1.00 -1162 162644 144.86 3.155E+01 17625 172.80 2.950E+01 27405 88006 0.0 -2192 125570 -15.13 20.29 1.00 -2192 154280 145.06 3.296E+01 15959 172.80 3.046E+01 25290 83335 0.0 -2164 125770 -15.11 20.33 1.00 -2165 154173 145.05 3.285E+01 16077 172.80 3.056E+01 25110 83691 0.0 -2192 125570 -15.13 20.29 1.00 -2192 154280 145.06 3.337E+01 15545 172.80 3.058E+01 25060 82057 0.0 -2164 125770 -15.11 20.33 1.00 -2165 154173 145.05 3.327E+01 15636 172.80 3.066E+01 24913 82343 0.0 -1155 133000 -14.09 21.65 1.00 -1155 163037 144.86 3.262E+01 16310 172.80 3.059E+01 25050 84440 0.0 -1855 127987 -14.78 20.73 1.00 -1855 156799 144.99 3.514E+01 13991 172.80 3.198E+01 22749 76766 0.0 -1548 130189 -14.48 21.13 1.00 -1549 159716 144.93 3.377E+01 15144 172.80 3.138E+01 23657 80808 0.0 -1877 109704 -15.02 20.43 0.90 -1876 139374 138.24 3.671E+01 11057 172.80 2.980E+01 24019 65220 0.0 -1746 128771 -14.67 20.87 1.00 -1745 158061 144.97 3.143E+01 17810 172.80 2.972E+01 26888 88435 0.0 -1978 127103 -14.91 20.57 1.00 -1978 155757 145.01 3.294E+01 15975 172.80 3.087E+01 24527 83400 0.0 -1229 132466 -14.16 21.55 1.00 -1229 162411 144.87 3.038E+01 19456 172.80 2.984E+01 26601 92171 0.0 -1255 132282 -14.19 21.52 1.00 -1257 161844 144.88 3.037E+01 19471 172.80 2.974E+01 26844 92199 0.0 -1723 128931 -14.65 20.90 1.00 -1722 158256 144.96 3.399E+01 14945 172.80 3.096E+01 24362 80135 0.0 -1696 129128 -14.62 20.94 1.00 -1696 158145 144.96 3.410E+01 14849 172.80 3.133E+01 23749 79814 0.0 -1801 128378 -14.73 20.80 1.00 -1801 157589 144.98 3.320E+01 15699 172.80 2.992E+01 26431 82565 0.0 -699 117940 -13.74 22.16 0.90 -699 149292 138.24 3.967E+01 9626 172.80 2.953E+01 24612 58635 0.0 2558 153686 -11.10 26.83 1.00 2558 193199 138.24 4.279E+01 9384 172.80 2.898E+01 28825 58372 38.8 -1217 118428 -14.28 21.39 0.90 -1218 144932 144.89 3.316E+01 14163 172.80 2.956E+01 24540 74439 0.0 2714 154730 -10.99 27.05 1.00 2713 194430 138.24 4.142E+01 9927 172.80 2.898E+01 28830 61258 0.0 -1393 117170 -14.48 21.13 0.90 -1393 143456 144.93 3.831E+01 10733 172.80 2.981E+01 24012 61561 0.0 1529 146773 -11.84 25.33 1.00 1529 184951 138.24 3.757E+01 11779 172.80 2.959E+01 27183 70242 0.0 -1531 116183 -14.63 20.93 0.90 -1532 142581 144.96 3.072E+01 16991 172.80 2.958E+01 24504 81832 0.0 1784 148489 -11.65 25.68 1.00 1785 187012 138.24 3.674E+01 12265 172.80 2.950E+01 27427 72377 0.0 -1974 113005 -15.14 20.29 0.90 -1975 138539 145.06 3.185E+01 15528 172.80 2.979E+01 24053 78289 0.0 -552 132608 -13.53 22.46 1.00 -552 167752 138.24 3.711E+01 12047 172.80 3.051E+01 25194 71432 0.0 -1657 111247 -14.77 20.75 0.90 -1656 141532 138.24 3.509E+01 12038 172.80 2.982E+01 23979 69213 0.0 -353 124592 -13.39 22.68 0.90 -354 152476 144.74 3.046E+01 17366 172.80 2.913E+01 25559 82688 0.0 -2422 109788 -15.70 19.63 0.90 -2421 134717 145.17 3.769E+01 11071 172.80 3.010E+01 23427 62956 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.998E+01 17367 172.80 2.900E+01 25892 84308 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.959E+01 18082 172.80 2.900E+01 25892 85654 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 127100 -13.04 23.22 0.90 0 155128 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 -454 123874 -13.49 22.53 0.90 -454 151338 144.75 2.977E+01 18565 172.80 2.917E+01 25467 85006 0.0 -2968 105840 -16.46 18.79 0.90 -2969 129988 143.94 3.431E+01 13103 172.80 3.014E+01 23344 71255 0.0 -454 123874 -13.49 22.53 0.90 -454 151338 144.75 2.981E+01 18490 172.80 2.917E+01 25467 84872 0.0 -2960 105899 -16.45 18.81 0.90 -2960 130058 143.98 3.366E+01 13629 172.80 3.014E+01 23350 73019 0.0 -329 124766 -13.36 22.72 0.90 -329 152686 144.73 2.941E+01 19302 172.80 2.912E+01 25582 86275 0.0 -2196 111417 -15.40 19.97 0.90 -2195 136666 145.11 3.145E+01 16013 172.80 2.980E+01 24023 79512 0.0 -1118 119137 -14.18 21.54 0.90 -1119 145764 144.87 3.155E+01 15867 172.80 2.941E+01 24869 79212 0.0 -886 134916 -13.84 22.01 1.00 -887 164949 144.81 3.344E+01 15447 172.80 3.042E+01 25365 81826 0.0 -379 124410 -13.41 22.64 0.90 -379 151965 144.74 2.961E+01 18886 172.80 2.914E+01 25536 85574 0.0 -2467 109468 -15.76 19.55 0.90 -2467 134323 145.18 3.299E+01 14351 172.80 2.997E+01 23678 74930 0.0 -379 124410 -13.41 22.64 0.90 -379 151965 144.74 2.968E+01 18739 172.80 2.914E+01 25536 85317 0.0 -2811 106973 -16.23 19.03 0.90 -2811 131649 144.56 3.360E+01 13742 172.80 3.015E+01 23329 73206 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.900E+01 19338 172.80 2.900E+01 25892 87735 0.0 0 127100 -13.04 23.22 0.90 0 155128 144.77 2.900E+01 20252 172.80 2.900E+01 25892 87735 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.929E+01 18679 172.80 2.900E+01 25892 86685 0.0 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.918E+01 18935 172.80 2.900E+01 25892 87103 0.0 0 122805 -13.04 23.22 0.90 0 155128 138.24 2.998E+01 17367 172.80 2.900E+01 25892 84308 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 12 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 0 -368 0 0 0 -2300 0.02 -104695 17001 122805 155429 -16.17 15.15 0.90 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -1203 3484 -102 7610 260 -11938 0.25 -139594 18890 136450 172364 -15.15 16.07 1.00 13 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 2584 1039 65 -1837 2481 40087 0.52 -104695 17001 127100 155128 -22.43 11.19 0.90 13 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 399 96 0 1 1 7169 0.08 -104695 17001 127100 155128 -19.21 12.94 0.90 13 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2591 699 21 673 819 46294 0.57 -104695 17001 127100 155128 -22.44 11.18 0.90 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 -608 4025 16 14513 -43 -22506 0.31 -139594 18890 136450 172699 -15.64 15.61 1.00 14 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 1865 247 -50 -10119 672 13250 0.34 -104695 17001 127100 155128 -21.32 11.74 0.90 14 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 339 30 0 0 0 3163 0.03 -104695 17001 127100 155429 -19.13 12.99 0.90 14 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 2244 428 15 339 12 16607 0.42 -104695 17001 127100 155128 -21.90 11.45 0.90 15 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 426 472 0 1 0 4076 0.04 -104695 17001 127100 155128 -19.25 12.91 0.90 15 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 2802 2312 42 -1195 1981 28144 0.54 -104695 17001 127100 155128 -23.07 10.90 0.90 15 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 426 262 0 1 0 6689 0.07 -104695 17001 127100 155128 -19.25 12.91 0.90 15 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2800 2001 38 403 953 43399 0.58 -104695 17001 127100 155128 -23.06 10.90 0.90 16 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 386 -818 0 -1 0 4800 0.05 -104695 17001 127100 155128 -19.19 12.95 0.90 16 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 2592 -4989 -106 -1050 312 31908 0.51 -104695 17001 127100 155128 -22.44 11.18 0.90 16 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 1243 -3169 -11 -5117 917 -7136 0.26 -104695 17001 122805 155128 -17.66 13.96 0.90 16 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1264 -2069 -100 14315 -1647 9028 0.17 -139594 18890 141222 172699 -20.25 12.32 1.00 17 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 850 -2428 -8 585 107 275 0.17 -104695 17001 127100 155128 -19.83 12.56 0.90 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 1978 1545 -78 13934 697 26560 0.34 -139594 18890 141222 172364 -21.19 11.80 1.00 17 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 850 -2638 -8 585 51 -17771 0.20 -104695 17001 122805 155128 -17.17 14.33 0.90 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 1740 1519 -83 13498 -34 36988 0.38 -139594 18890 141222 172699 -20.87 11.97 1.00 18 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 205 -982 0 -1 0 5342 0.06 -104695 17001 127100 155128 -18.95 13.10 0.90 18 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 2849 -305 155 5893 -2585 45000 0.59 -104695 17001 127100 155429 -23.14 10.87 0.90 18 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 262 -5063 -77 1460 132 -18218 0.47 -104695 17001 122805 155128 -16.47 14.89 0.90 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 2851 355 255 6178 -2240 45158 0.52 -139594 18890 141222 172699 -22.41 11.20 1.00 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 2 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 12 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 13 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 13 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 13 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 13 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 14 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 14 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 14 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 14 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 15 0 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 15 0 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 15 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 15 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 16 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 16 0 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 16 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 16 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 17 0 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 17 0 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 17 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 17 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 18 0 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 18 0 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 18 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 18 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As 0 122805 -13.04 23.22 0.90 0 155429 138.24 2.959E+01 18082 172.80 2.900E+01 25892 85654 0.0 1203 144578 -12.07 24.89 1.00 1203 182310 138.24 3.408E+01 14179 172.80 2.899E+01 28793 79875 0.0 -2583 108634 -15.92 19.38 0.90 -2584 133319 145.21 3.317E+01 14187 172.80 3.012E+01 23397 74417 0.0 -400 124263 -13.43 22.61 0.90 -399 151797 144.74 2.966E+01 18792 172.80 2.915E+01 25517 85410 0.0 -2591 108573 -15.93 19.37 0.90 -2591 133256 145.21 3.330E+01 14068 172.80 3.000E+01 23618 74048 0.0 609 140573 -12.53 24.07 1.00 609 177757 138.24 3.541E+01 13146 172.80 2.993E+01 26409 76009 0.0 -1865 113792 -15.01 20.45 0.90 -1866 139460 145.03 3.068E+01 17065 172.80 2.975E+01 24124 81973 0.0 -339 124697 -13.37 22.70 0.90 -339 152602 144.73 2.934E+01 19451 172.80 2.912E+01 25573 86516 0.0 -2243 111077 -15.46 19.90 0.90 -2243 136251 145.12 3.116E+01 16397 172.80 2.984E+01 23943 80436 0.0 -426 124072 -13.46 22.57 0.90 -426 151574 144.75 2.985E+01 18414 172.80 2.916E+01 25493 84734 0.0 -2801 107047 -16.22 19.04 0.90 -2802 131430 144.60 3.346E+01 13861 172.80 3.015E+01 23327 73576 0.0 -426 124072 -13.46 22.57 0.90 -426 151574 144.75 2.976E+01 18592 172.80 2.916E+01 25493 85055 0.0 -2799 107061 -16.22 19.05 0.90 -2800 131451 144.61 3.417E+01 13278 172.80 3.010E+01 23433 71647 0.0 -386 124358 -13.42 22.63 0.90 -386 151909 144.74 3.035E+01 17547 172.80 2.914E+01 25529 83060 0.0 -2591 108573 -15.93 19.37 0.90 -2591 133256 145.21 3.732E+01 11270 172.80 3.010E+01 23426 63790 0.0 -1243 114140 -14.31 21.35 0.90 -1244 144712 138.24 3.455E+01 12413 172.80 2.951E+01 24657 70627 0.0 -1264 132218 -14.20 21.51 1.00 -1264 162120 144.88 3.290E+01 16007 172.80 3.067E+01 24898 83540 0.0 -850 121054 -13.89 21.94 0.90 -850 148025 144.82 3.290E+01 14399 172.80 2.932E+01 25088 75181 0.0 -1978 127103 -14.91 20.57 1.00 -1978 155757 145.01 3.294E+01 15975 172.80 3.087E+01 24527 83400 0.0 -849 116893 -13.89 21.94 0.90 -850 148025 138.24 3.355E+01 13182 172.80 2.932E+01 25088 73346 0.0 -1741 128806 -14.67 20.88 1.00 -1740 158103 144.97 3.345E+01 15451 172.80 3.075E+01 24739 81790 0.0 -205 125647 -13.24 22.91 0.90 -205 153416 144.74 3.053E+01 17266 172.80 2.907E+01 25698 82478 0.0 -2848 106707 -16.29 18.97 0.90 -2849 131322 144.42 3.304E+01 14228 172.80 3.028E+01 23084 74784 0.0 -262 120983 -13.30 22.82 0.90 -261 152949 138.24 3.718E+01 10803 172.80 2.921E+01 25362 64116 0.0 -2851 120838 -15.90 19.40 1.00 -2852 148630 145.21 3.307E+01 15862 172.80 3.041E+01 25390 82991 0.0 PMM Bent 2.xls April 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐4204 14438 724 ‐5613 1545 ‐73474 1.37 -139594 18890.4 135805 172332 -12.90 18.60 1.00 1 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 569 6550 112 1925 761 9501 0.66 -104695 17001.36 127673 155099 -19.41 12.81 0.90 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐4204 14353 724 ‐5613 3748 ‐29687 1.36 -139594 18890.4 135805 172332 -12.90 18.60 1.00 1 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 569 6444 112 1925 1100 29262 0.65 -104695 17001.36 127673 155099 -19.41 12.81 0.90 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐739 4818 32 6535 5390 ‐39782 0.46 -139594 18890.4 135805 172332 -15.58 15.66 1.00 3 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3696 1995 ‐4 569 120 16239 0.68 -104695 17001.36 127673 155099 -24.51 10.29 0.90 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐739 4642 32 6535 5588 ‐10219 0.44 -139594 18890.4 135805 172332 -15.58 15.66 1.00 3 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3696 1732 ‐4 569 95 27887 0.71 -104695 17001.36 127673 155099 -24.51 10.29 0.90 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 489 3280 ‐1 1944 6045 ‐12820 0.31 -139594 18890.4 135805 172332 -16.73 14.67 1.00 5 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3523 5179 11 ‐601 287 12293 0.65 -104695 17001.36 127673 155099 -24.22 10.41 0.90 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 489 3105 ‐1 1944 6042 7134 0.28 -139594 18890.4 141858 172332 -19.23 12.92 1.00 5 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3523 4916 11 ‐601 354 43838 0.73 -104695 17001.36 127673 155099 -24.22 10.41 0.90 6 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 0 350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 0 175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 7 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 0 0 0 0 0 0.00 -139594 18890.4 135805 172731 -16.23 15.09 1.00 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 7 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 8 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 410 494 ‐21 3225 4691 25787 0.32 -104695 17001.36 127673 155099 -19.19 12.95 0.90 8 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3401 ‐1972 ‐7 610 451 60253 0.78 -104695 17001.36 127673 155099 -24.01 10.49 0.90 8 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 410 319 ‐21 3225 4562 28330 0.34 -104695 17001.36 127673 155099 -19.19 12.95 0.90 8 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3401 ‐2235 ‐7 610 407 47108 0.71 -104695 17001.36 127673 155099 -24.01 10.49 0.90 9 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 557 ‐81 0 1 2 5007 0.05 -104695 17001.36 127673 155099 -19.39 12.82 0.90 9 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3820 ‐585 1 724 82 30934 0.74 -104695 17001.36 127673 155099 -24.72 10.21 0.90 9 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 557 ‐239 0 1 2 4007 0.04 -104695 17001.36 127673 155099 -19.39 12.82 0.90 9 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3820 ‐848 1 724 89 26455 0.73 -104695 17001.36 127673 155099 -24.72 10.21 0.90 10 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 333 ‐183 0 0 1 8534 0.09 -104695 17001.36 127673 155099 -19.09 13.01 0.90 10 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 2522 1325 135 680 ‐4975 34309 0.50 -104695 17001.36 127673 155458 -22.30 11.25 0.90 10 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 333 ‐340 0 0 1 6900 0.07 -104695 17001.36 127673 155099 -19.09 13.01 0.90 10 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 2522 1150 135 680 ‐4129 42043 0.52 -104695 17001.36 127673 155458 -22.30 11.25 0.90 11 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 11 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 11 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 0 0 0 0 0 0 0.00 -139594 18890.4 141858 172731 -18.64 13.30 1.00 11 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 0 0 0 0 0 0 0.00 -139594 18890.4 135805 172332 -16.23 15.09 1.00 12 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 12 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 12 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 0 ‐350 0 0 0 ‐2190 0.03 -139594 18890.4 135805 172332 -16.23 15.09 1.00 12 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 0 ‐350 0 0 0 ‐2190 0.03 -139594 18890.4 135805 172731 -16.23 15.09 1.00 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐1223 4503 159 143 5820 3955 0.41 -139594 18890.4 141858 172332 -17.24 14.30 1.00 13 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 2323 1652 8 ‐447 402 50749 0.61 -104695 17001.36 127673 155099 -21.98 11.40 0.90 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐1223 4327 159 143 6816 31549 0.39 -139594 18890.4 141858 172332 -17.24 14.30 1.00 13 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 2323 1389 8 ‐447 455 60253 0.72 -104695 17001.36 127673 155099 -21.98 11.40 0.90 14 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 374 3683 ‐3 6991 5582 ‐10219 0.35 -139594 18890.4 135805 172332 -16.61 14.77 1.00 14 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3845 616 ‐1 639 93 27887 0.74 -104695 17001.36 127673 155099 -24.76 10.19 0.90 14 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 374 3508 ‐3 6991 5560 12253 0.32 -139594 18890.4 141858 172332 -19.09 13.01 1.00 14 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3845 353 ‐1 639 85 30916 0.75 -104695 17001.36 127673 155099 -24.76 10.19 0.90 15 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 485 430 0 1 2 6339 0.07 -104695 17001.36 127673 155099 -19.29 12.88 0.90 15 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3293 2371 ‐3 355 346 43684 0.68 -104695 17001.36 127673 155099 -23.83 10.57 0.90 15 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 485 272 0 1 2 8534 0.09 -104695 17001.36 127673 155099 -19.29 12.88 0.90 15 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3293 2108 ‐3 355 326 57679 0.74 -104695 17001.36 127673 155099 -23.83 10.57 0.90 16 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 528 ‐737 0 ‐1 2 6914 0.07 -104695 17001.36 127673 155099 -19.35 12.84 0.90 16 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3645 ‐4713 ‐26 1703 343 47304 0.76 -104695 17001.36 127673 155099 -24.42 10.33 0.90 16 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 528 ‐894 0 ‐1 2 1816 0.09 -104695 17001.36 127673 155099 -19.35 12.84 0.90 16 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3645 ‐4976 ‐26 1703 182 17026 0.68 -104695 17001.36 127673 155099 -24.42 10.33 0.90 17 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 519 ‐392 0 1 2 4007 0.04 -104695 17001.36 127673 155099 -19.34 12.85 0.90 17 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3620 ‐1993 4 788 88 26455 0.69 -104695 17001.36 127673 155099 -24.38 10.35 0.90 17 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 519 ‐550 0 1 2 1062 0.06 -104695 17001.36 127673 155099 -19.34 12.85 0.90 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 1 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 1 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 3 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 3 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 5 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 5 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 6 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 6 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 6 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 6 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 7 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 7 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 8 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 8 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 8 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 8 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 9 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 9 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 9 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 9 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 10 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 10 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 10 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 10 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 11 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 11 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 11 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 11 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 12 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 12 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 12 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 12 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 13 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 13 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 14 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 14 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 14 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 14 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 15 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 15 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 15 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 15 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 16 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 16 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 16 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 16 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 17 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 17 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 17 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As 4203 164073 -10.06 29.23 1.00 4204 206177 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 107.8 -568 123632 -13.60 22.36 0.90 -568 150355 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 4203 164073 -10.06 29.23 1.00 4204 206177 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 43.1 -568 123632 -13.60 22.36 0.90 -568 150355 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 739 140825 -12.43 24.25 1.00 738 178461 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3696 101173 -17.59 17.68 0.90 -3695 123633 141.48 4.500E+01 9694 172.80 4.500E+01 13105 26288 0.0 739 140825 -12.43 24.25 1.00 738 178461 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3696 101173 -17.59 17.68 0.90 -3695 123633 141.48 4.500E+01 9694 172.80 4.500E+01 13105 26288 0.0 -488 132417 -13.47 22.55 1.00 -488 168259 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3523 102421 -17.32 17.93 0.90 -3524 125127 142.16 4.500E+01 9741 172.80 4.500E+01 13105 26288 0.0 -488 138385 -13.47 22.55 1.00 -488 168259 145.09 4.500E+01 11046 172.80 4.500E+01 14562 29209 0.0 -3523 102421 -17.32 17.93 0.90 -3524 125127 142.16 4.500E+01 9741 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -410 124754 -13.44 22.60 0.90 -411 151670 145.08 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -3402 103292 -17.09 18.15 0.90 -3401 126206 142.63 4.500E+01 9773 172.80 4.500E+01 13105 26288 0.0 -410 124754 -13.44 22.60 0.90 -411 151670 145.08 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -3402 103292 -17.09 18.15 0.90 -3401 126206 142.63 4.500E+01 9773 172.80 4.500E+01 13105 26288 0.0 -558 123701 -13.59 22.38 0.90 -557 150452 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3821 100273 -17.79 17.50 0.90 -3819 122548 140.99 4.500E+01 9661 172.80 4.500E+01 13105 26288 0.0 -558 123701 -13.59 22.38 0.90 -557 150452 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3821 100273 -17.79 17.50 0.90 -3819 122548 140.99 4.500E+01 9661 172.80 4.500E+01 13105 26288 0.0 -333 125302 -13.37 22.71 0.90 -334 152314 145.07 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -2523 109642 -15.84 19.47 0.90 -2523 134176 145.49 4.500E+01 9969 172.80 4.500E+01 13105 26288 0.0 -333 125302 -13.37 22.71 0.90 -334 152314 145.07 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -2523 109642 -15.84 19.47 0.90 -2523 134176 145.49 4.500E+01 9969 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 141858 -13.04 23.22 1.00 0 172731 145.02 4.500E+01 11041 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 1223 150516 -12.06 24.92 1.00 1223 182437 144.90 4.500E+01 11032 172.80 4.500E+01 14562 29209 0.0 -2322 111080 -15.57 19.78 0.90 -2323 135538 145.44 4.500E+01 9966 172.80 4.500E+01 13105 26288 0.0 1223 150516 -12.06 24.92 1.00 1223 182437 144.90 4.500E+01 11032 172.80 4.500E+01 14562 29209 0.0 -2322 111080 -15.57 19.78 0.90 -2323 135538 145.44 4.500E+01 9966 172.80 4.500E+01 13105 26288 0.0 -374 133214 -13.37 22.71 1.00 -375 169206 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3844 100104 -17.83 17.46 0.90 -3844 122330 140.90 4.500E+01 9655 172.80 4.500E+01 13105 26288 0.0 -374 139196 -13.37 22.71 1.00 -375 169206 145.07 4.500E+01 11045 172.80 4.500E+01 14562 29209 0.0 -3844 100104 -17.83 17.46 0.90 -3844 122330 140.90 4.500E+01 9655 172.80 4.500E+01 13105 26288 0.0 -484 124226 -13.52 22.48 0.90 -484 151059 145.10 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -3292 104083 -16.93 18.31 0.90 -3292 127151 143.06 4.500E+01 9803 172.80 4.500E+01 13105 26288 0.0 -484 124226 -13.52 22.48 0.90 -484 151059 145.10 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -3292 104083 -16.93 18.31 0.90 -3292 127151 143.06 4.500E+01 9803 172.80 4.500E+01 13105 26288 0.0 -529 123907 -13.56 22.42 0.90 -529 150686 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3645 101540 -17.51 17.75 0.90 -3644 124078 141.68 4.500E+01 9708 172.80 4.500E+01 13105 26288 0.0 -529 123907 -13.56 22.42 0.90 -529 150686 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3645 101540 -17.51 17.75 0.90 -3644 124078 141.68 4.500E+01 9708 172.80 4.500E+01 13105 26288 0.0 -519 123976 -13.55 22.43 0.90 -519 150769 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3620 101724 -17.47 17.78 0.90 -3621 124283 141.78 4.500E+01 9715 172.80 4.500E+01 13105 26288 0.0 -519 123976 -13.55 22.43 0.90 -519 150769 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 17 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3620 ‐2256 4 788 114 13175 0.66 -104695 17001.36 127673 155099 -24.38 10.35 0.90 18 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 99 ‐5778 22 5649 ‐2170 32624 0.58 -104695 17001.36 127673 155458 -18.77 13.22 0.90 18 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 2482 223 155 ‐1784 ‐3560 42043 0.51 -104695 17001.36 127673 155458 -22.23 11.28 0.90 18 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 99 ‐5859 22 5649 ‐2098 13956 0.59 -104695 17001.36 127673 155458 -18.77 13.22 0.90 18 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 2482 133 155 ‐1784 ‐3062 42613 0.52 -104695 17001.36 127673 155458 -22.23 11.28 0.90 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2761 10531 193 ‐3611 4488 ‐29687 1.00 -139594 18890.4 135805 172332 -13.98 17.30 1.00 19 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1268 4127 ‐1 2502 1228 29262 0.41 -104695 17001.36 127673 155099 -20.40 12.23 0.90 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2761 10441 193 ‐3611 5107 3955 0.94 -139594 18890.4 141858 172332 -15.67 15.61 1.00 19 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1268 4014 ‐1 2502 1226 42321 0.49 -104695 17001.36 127673 155099 -20.40 12.23 0.90 20 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 ‐827 ‐10549 195 2811 ‐1143 18846 1.06 -104695 17001.36 127673 155458 -17.57 14.05 0.90 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 2582 1248 812 ‐3807 ‐3645 39849 0.46 -139594 18890.4 141858 172731 -21.99 11.40 1.00 20 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 ‐827 ‐10656 195 2811 ‐550 ‐13404 1.12 -104695 17001.36 122224 155458 -15.43 15.80 0.90 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 2582 1162 812 ‐3807 ‐1175 43515 0.47 -139594 18890.4 141858 172731 -21.99 11.40 1.00 1 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 ‐1 1810 0 1 0 ‐2124 0.19 -104695 17001.36 122224 155099 -16.23 15.09 0.90 1 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐3082 15869 ‐337 6545 2614 ‐83370 1.51 -139594 18890.4 135805 172332 -13.74 17.57 1.00 1 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 ‐1 1734 0 1 1 3266 0.17 -104695 17001.36 127673 155099 -18.64 13.30 0.90 1 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐3082 15783 ‐337 6545 1590 ‐35232 1.50 -139594 18890.4 135805 172332 -13.74 17.57 1.00 3 0 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 551 485 0 0 2 1936 0.05 -104695 17001.36 127673 155099 -19.38 12.83 0.90 3 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 401 5437 ‐14 11027 5123 ‐42362 0.52 -139594 18890.4 135805 172332 -16.64 14.75 1.00 3 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 551 328 0 0 2 4476 0.05 -104695 17001.36 127673 155099 -19.38 12.83 0.90 3 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 401 5262 ‐14 11027 5034 ‐8930 0.50 -139594 18890.4 135805 172332 -16.64 14.75 1.00 5 0 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 521 947 0 3 2 1032 0.10 -104695 17001.36 127673 155099 -19.34 12.85 0.90 5 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3519 5192 10 ‐584 289 12056 0.64 -104695 17001.36 127673 155099 -24.21 10.41 0.90 5 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 521 789 0 3 2 6455 0.08 -104695 17001.36 127673 155099 -19.34 12.85 0.90 5 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3519 4929 10 ‐584 354 43684 0.72 -104695 17001.36 127673 155099 -24.21 10.41 0.90 6 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 315 0 0 0 ‐1971 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 526 0 0 0 ‐3285 0.06 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 0 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 7 0 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 7 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 ‐263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 ‐158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 8 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3401 ‐1972 ‐7 610 451 60253 0.78 -104695 17001.36 127673 155099 -24.01 10.49 0.90 8 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1053 1303 ‐89 7724 6239 29604 0.34 -139594 18890.4 141858 172332 -19.94 12.49 1.00 8 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3401 ‐2235 ‐7 610 407 47108 0.71 -104695 17001.36 127673 155099 -24.01 10.49 0.90 8 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1053 1128 ‐89 7724 5685 37200 0.41 -139594 18890.4 141858 172332 -19.94 12.49 1.00 9 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 2886 ‐1175 14 7601 ‐302 24697 0.55 -104695 17001.36 127673 155458 -23.16 10.86 0.90 9 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1664 3097 ‐51 11206 ‐5079 12916 0.38 -139594 18890.4 141858 172731 -20.74 12.05 1.00 9 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 2886 ‐1394 14 7601 ‐217 16668 0.54 -104695 17001.36 127673 155458 -23.16 10.86 0.90 9 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1664 2922 ‐51 11206 ‐5401 31727 0.38 -139594 18890.4 141858 172731 -20.74 12.05 1.00 10 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1514 ‐1921 ‐16 4659 ‐1109 50767 0.59 -104695 17001.36 127673 155458 -20.76 12.03 0.90 10 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1786 2604 98 5084 ‐6684 22554 0.29 -139594 18890.4 141858 172731 -20.90 11.96 1.00 10 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1514 ‐2140 ‐16 4659 ‐1207 38074 0.44 -104695 17001.36 127673 155458 -20.76 12.03 0.90 10 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 1786 2429 98 5084 ‐6069 38282 0.45 -139594 18890.4 141858 172731 -20.90 11.96 1.00 11 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 11 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 11 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 0 0 0 0 0 0 0.00 -104695 17001.36 122224 155099 -16.23 15.09 0.90 11 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 12 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 ‐263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 12 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 ‐158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 ‐526 0 0 0 ‐3285 0.06 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 ‐315 0 0 0 ‐1971 0.03 -104695 17001.36 122224 155458 -16.23 15.09 0.90 13 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 1371 139 ‐38 7395 2016 26886 0.32 -104695 17001.36 127673 155099 -20.55 12.15 0.90 13 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐182 5479 80 4176 5961 2392 0.50 -139594 18890.4 141858 172332 -18.42 13.45 1.00 13 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 1371 ‐19 ‐38 7395 1778 27262 0.32 -104695 17001.36 127673 155099 -20.55 12.15 0.90 13 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐182 5304 80 4176 6463 36089 0.48 -139594 18890.4 141858 172332 -18.42 13.45 1.00 14 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 3092 ‐78 9 7580 ‐336 25868 0.59 -104695 17001.36 127673 155458 -23.50 10.71 0.90 14 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1267 4065 ‐49 11365 5001 ‐8930 0.39 -139594 18890.4 135805 172332 -17.58 14.02 1.00 14 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 3092 ‐297 9 7580 ‐280 24697 0.59 -104695 17001.36 127673 155458 -23.50 10.71 0.90 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 17 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 18 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 18 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 18 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 18 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 19 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 19 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 20 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 20 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 1 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 1 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 1 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 3 0 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 3 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 3 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 3 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 5 0 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 5 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 5 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 5 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 6 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 6 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 6 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 6 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 7 0 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 7 0 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 7 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 7 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 8 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 8 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 8 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 8 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 9 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 9 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 9 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 9 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 10 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 10 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 10 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 10 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 11 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 11 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 11 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 11 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 12 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 12 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 12 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 12 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 13 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 13 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 13 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 13 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 14 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 14 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 14 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -3620 101724 -17.47 17.78 0.90 -3621 124283 141.78 4.500E+01 9715 172.80 4.500E+01 13105 26288 0.0 -99 126970 -13.14 23.07 0.90 -99 154635 145.04 4.500E+01 9938 172.80 4.500E+01 13105 26288 0.0 -2482 109931 -15.78 19.53 0.90 -2483 134515 145.48 4.500E+01 9969 172.80 4.500E+01 13105 26288 0.0 -99 126970 -13.14 23.07 0.90 -99 154635 145.04 4.500E+01 9938 172.80 4.500E+01 13105 26288 0.0 -2482 109931 -15.78 19.53 0.90 -2483 134515 145.48 4.500E+01 9969 172.80 4.500E+01 13105 26288 0.0 2762 154437 -10.96 27.12 1.00 2761 194778 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -1269 118629 -14.34 21.32 0.90 -1268 144477 145.23 4.500E+01 9951 172.80 4.500E+01 13105 26288 0.0 2762 161300 -10.96 27.12 1.00 2761 194778 145.12 4.500E+01 11049 172.80 4.500E+01 14562 29209 0.0 -1269 118629 -14.34 21.32 0.90 -1268 144477 145.23 4.500E+01 9951 172.80 4.500E+01 13105 26288 0.0 828 133544 -12.28 24.51 0.90 828 162322 144.90 4.500E+01 9929 172.80 4.500E+01 13105 26288 0.0 -2583 123406 -15.57 19.77 1.00 -2582 150985 145.44 4.500E+01 11073 172.80 4.500E+01 14562 29209 0.0 828 127841 -12.28 24.51 0.90 828 162322 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 5.6 -2583 123406 -15.57 19.77 1.00 -2582 150985 145.44 4.500E+01 11073 172.80 4.500E+01 14562 29209 0.0 1 122229 -13.04 23.22 0.90 1 155105 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 3082 156585 -10.75 27.58 1.00 3083 197334 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 155.3 1 127678 -13.04 23.22 0.90 1 155105 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 3082 156585 -10.75 27.58 1.00 3083 197334 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 84.3 -551 123752 -13.59 22.38 0.90 -552 150493 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -401 133025 -13.39 22.67 1.00 -401 168988 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -551 123752 -13.59 22.38 0.90 -552 150493 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -401 133025 -13.39 22.67 1.00 -401 168988 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -521 123968 -13.55 22.43 0.90 -520 150755 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3519 102449 -17.32 17.93 0.90 -3519 125165 142.17 4.500E+01 9742 172.80 4.500E+01 13105 26288 0.0 -521 123968 -13.55 22.43 0.90 -520 150755 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3519 102449 -17.32 17.93 0.90 -3519 125165 142.17 4.500E+01 9742 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -3402 103292 -17.09 18.15 0.90 -3401 126206 142.63 4.500E+01 9773 172.80 4.500E+01 13105 26288 0.0 -1054 134353 -14.00 21.79 1.00 -1053 163521 145.17 4.500E+01 11053 172.80 4.500E+01 14562 29209 0.0 -3402 103292 -17.09 18.15 0.90 -3401 126206 142.63 4.500E+01 9773 172.80 4.500E+01 13105 26288 0.0 -1054 134353 -14.00 21.79 1.00 -1053 163521 145.17 4.500E+01 11053 172.80 4.500E+01 14562 29209 0.0 -2885 107015 -16.34 18.92 0.90 -2887 131026 144.67 4.500E+01 9913 172.80 4.500E+01 13105 26288 0.0 -1664 129989 -14.59 20.98 1.00 -1664 158777 145.27 4.500E+01 11060 172.80 4.500E+01 14562 29209 0.0 -2885 107015 -16.34 18.92 0.90 -2887 131026 144.67 4.500E+01 9913 172.80 4.500E+01 13105 26288 0.0 -1664 129989 -14.59 20.98 1.00 -1664 158777 145.27 4.500E+01 11060 172.80 4.500E+01 14562 29209 0.0 -1515 116869 -14.61 20.96 0.90 -1514 142761 145.27 4.500E+01 9954 172.80 4.500E+01 13105 26288 0.0 -1785 129120 -14.71 20.82 1.00 -1786 157746 145.29 4.500E+01 11062 172.80 4.500E+01 14562 29209 0.0 -1515 116869 -14.61 20.96 0.90 -1514 142761 145.27 4.500E+01 9954 172.80 4.500E+01 13105 26288 0.0 -1785 129120 -14.71 20.82 1.00 -1786 157746 145.29 4.500E+01 11062 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -1372 117892 -14.45 21.17 0.90 -1370 143618 145.25 4.500E+01 9953 172.80 4.500E+01 13105 26288 0.0 183 143156 -12.89 23.47 1.00 182 173850 145.00 4.500E+01 11040 172.80 4.500E+01 14562 29209 0.0 -1372 117892 -14.45 21.17 0.90 -1370 143618 145.25 4.500E+01 9953 172.80 4.500E+01 13105 26288 0.0 183 143156 -12.89 23.47 1.00 182 173850 145.00 4.500E+01 11040 172.80 4.500E+01 14562 29209 0.0 -3093 105519 -16.64 18.61 0.90 -3093 129238 143.85 4.500E+01 9857 172.80 4.500E+01 13105 26288 0.0 -1267 126999 -14.20 21.50 1.00 -1267 161725 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3093 105519 -16.64 18.61 0.90 -3093 129238 143.85 4.500E+01 9857 172.80 4.500E+01 13105 26288 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 14 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1267 3890 ‐49 11365 4695 15930 0.39 -139594 18890.4 141858 172332 -20.21 12.34 1.00 15 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 485 430 0 1 2 6339 0.07 -104695 17001.36 127673 155099 -19.29 12.88 0.90 15 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1780 3108 ‐80 7855 ‐5915 10107 0.28 -139594 18890.4 141858 172731 -20.89 11.96 1.00 15 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 485 272 0 1 2 8534 0.09 -104695 17001.36 127673 155099 -19.29 12.88 0.90 15 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 1780 2933 ‐80 7855 ‐6415 28985 0.35 -139594 18890.4 141858 172731 -20.89 11.96 1.00 16 0 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 3596 ‐4738 ‐29 2124 258 46553 0.75 -104695 17001.36 127673 155099 -24.34 10.36 0.90 16 0 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 543 ‐733 0 ‐2 2 7123 0.08 -104695 17001.36 127673 155099 -19.37 12.83 0.90 16 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 3596 ‐5001 ‐29 2124 78 16120 0.67 -104695 17001.36 127673 155099 -24.34 10.36 0.90 16 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 543 ‐891 0 ‐2 2 2046 0.09 -104695 17001.36 127673 155099 -19.37 12.83 0.90 17 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 2542 ‐2475 20 7591 ‐234 16668 0.47 -104695 17001.36 127673 155458 -22.33 11.24 0.90 17 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 2318 2360 ‐11 10877 ‐5432 31727 0.40 -139594 18890.4 141858 172731 -21.62 11.58 1.00 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 2542 ‐2694 20 7591 ‐109 513 0.46 -104695 17001.36 127673 155458 -22.33 11.24 0.90 17 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 2318 2185 ‐11 10877 ‐5499 45931 0.49 -139594 18890.4 141858 172731 -21.62 11.58 1.00 18 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 385 ‐7439 2 7492 ‐2439 40618 0.75 -104695 17001.36 127673 155458 -19.16 12.97 0.90 18 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1891 2645 ‐190 6210 ‐843 38129 0.40 -139594 18890.4 141858 172731 -21.04 11.88 1.00 18 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 385 ‐7551 2 7492 ‐2432 16572 0.76 -104695 17001.36 127673 155458 -19.16 12.97 0.90 18 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1891 2555 ‐190 6210 ‐1454 46472 0.48 -139594 18890.4 141858 172731 -21.04 11.88 1.00 19 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 163 1214 0 1 1 3266 0.12 -104695 17001.36 127673 155099 -18.86 13.16 0.90 19 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1685 11857 127 1213 5205 ‐35504 1.13 -139594 18890.4 135805 172332 -14.80 16.41 1.00 19 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 163 1133 0 1 1 7031 0.11 -104695 17001.36 127673 155099 -18.86 13.16 0.90 19 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1685 11767 127 1213 5612 2392 1.07 -139594 18890.4 141858 172332 -16.75 14.68 1.00 20 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 ‐757 ‐11047 285 6639 ‐2302 16572 1.11 -104695 17001.36 127673 155458 -17.66 13.98 0.90 20 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 2000 2563 ‐320 6004 ‐1800 46472 0.48 -139594 18890.4 141858 172731 -21.18 11.81 1.00 20 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 ‐757 ‐11154 285 6639 ‐1437 ‐17192 1.18 -104695 17001.36 122224 155458 -15.50 15.74 0.90 20 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 2000 2478 ‐320 6004 ‐2774 54139 0.56 -139594 18890.4 141858 172731 -21.18 11.81 1.00 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1314 10728 ‐1836 22504 517 ‐22141 1.02 -139594 18890.4 135805 172332 -15.10 16.12 1.00 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1321 10730 1880 ‐20619 866 ‐22408 1.02 -139594 18890.4 135805 172332 -15.10 16.12 1.00 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1314 10642 ‐1836 22504 ‐5068 10360 0.96 -139594 18890.4 141858 172731 -17.14 14.37 1.00 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1321 10645 1880 ‐20619 6583 10099 0.96 -139594 18890.4 141858 172332 -17.14 14.38 1.00 3 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1209 2211 ‐222 6373 ‐12729 ‐7006 0.22 -139594 18890.4 135805 172731 -17.51 14.07 1.00 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2009 2623 144 31 16277 ‐1949 0.33 -139594 18890.4 135805 172332 -18.44 13.41 1.00 3 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1209 2035 ‐222 6373 ‐14116 6263 0.22 -139594 18890.4 141858 172731 -20.14 12.38 1.00 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2009 2448 144 31 17180 13896 0.34 -139594 18890.4 141858 172332 -21.20 11.80 1.00 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2329 4116 ‐456 13424 ‐16568 4301 0.46 -139594 18890.4 141858 172731 -21.63 11.58 1.00 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2318 4107 345 ‐8230 16666 4259 0.38 -139594 18890.4 141858 172332 -21.62 11.58 1.00 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2329 3941 ‐456 13424 ‐19420 29479 0.46 -139594 18890.4 141858 172731 -21.63 11.58 1.00 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2318 3932 345 ‐8230 18821 29382 0.41 -139594 18890.4 141858 172332 -21.62 11.58 1.00 6 0 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 0 438 0 0 0 ‐2738 0.05 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 0 219 0 0 0 ‐684 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 0 0 0 0 0 0.00 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155458 -18.64 13.30 0.90 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 8 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1440 ‐358 ‐227 5497 ‐12415 29596 0.40 -139594 18890.4 141858 172731 -20.44 12.21 1.00 8 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2216 ‐1203 134 502 18279 46716 0.49 -139594 18890.4 141858 172332 -21.48 11.65 1.00 8 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1440 ‐533 ‐227 5497 ‐13837 26811 0.39 -139594 18890.4 141858 172731 -20.44 12.21 1.00 8 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2216 ‐1378 134 502 19117 38649 0.41 -139594 18890.4 141858 172332 -21.48 11.65 1.00 9 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 1752 686 ‐114 3577 14381 14170 0.27 -139594 18890.4 141858 172332 -20.85 11.98 1.00 9 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1711 585 75 4524 ‐18018 14174 0.30 -139594 18890.4 141858 172731 -20.80 12.01 1.00 9 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 1752 510 ‐114 3577 13670 17907 0.30 -139594 18890.4 141858 172332 -20.85 11.98 1.00 9 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1711 410 75 4524 ‐17547 17284 0.32 -139594 18890.4 141858 172731 -20.80 12.01 1.00 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2048 ‐222 ‐660 10424 15410 41316 0.43 -139594 18890.4 141858 172332 -21.25 11.77 1.00 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2057 ‐210 640 ‐7108 ‐17188 41486 0.43 -139594 18890.4 141858 172731 -21.26 11.77 1.00 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2048 ‐398 ‐660 10424 11283 39379 0.41 -139594 18890.4 141858 172332 -21.25 11.77 1.00 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2057 ‐385 640 ‐7108 ‐13186 39627 0.41 -139594 18890.4 141858 172731 -21.26 11.77 1.00 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 11 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 11 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 0 0 0 0 0 0.00 -139594 18890.4 135805 172731 -16.23 15.09 1.00 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 14 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 15 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 15 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 15 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 15 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 16 0 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 16 0 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 16 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 16 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 17 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 17 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 17 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 18 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 18 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 18 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 18 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 19 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 19 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 19 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 19 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 20 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 20 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 20 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 20 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 3 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 3 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 0 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 6 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 6 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 6 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 8 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 8 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 8 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 8 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 9 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 9 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 9 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 9 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 11 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 11 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -1266 132836 -14.20 21.50 1.00 -1267 161725 145.20 4.500E+01 11055 172.80 4.500E+01 14562 29209 0.0 -484 124226 -13.52 22.48 0.90 -484 151059 145.10 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -1780 129156 -14.71 20.83 1.00 -1780 157802 145.29 4.500E+01 11062 172.80 4.500E+01 14562 29209 0.0 -484 124226 -13.52 22.48 0.90 -484 151059 145.10 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -1780 129156 -14.71 20.83 1.00 -1780 157802 145.29 4.500E+01 11062 172.80 4.500E+01 14562 29209 0.0 -3596 101895 -17.43 17.82 0.90 -3595 124507 141.87 4.500E+01 9721 172.80 4.500E+01 13105 26288 0.0 -544 123804 -13.58 22.40 0.90 -543 150562 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3596 101895 -17.43 17.82 0.90 -3595 124507 141.87 4.500E+01 9721 172.80 4.500E+01 13105 26288 0.0 -544 123804 -13.58 22.40 0.90 -543 150562 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -2542 109505 -15.86 19.44 0.90 -2542 134007 145.49 4.500E+01 9970 172.80 4.500E+01 13105 26288 0.0 -2318 125300 -15.27 20.13 1.00 -2317 153259 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -2542 109505 -15.86 19.44 0.90 -2542 134007 145.49 4.500E+01 9970 172.80 4.500E+01 13105 26288 0.0 -2318 125300 -15.27 20.13 1.00 -2317 153259 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -385 124937 -13.42 22.64 0.90 -384 152253 145.08 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -1892 128354 -14.82 20.68 1.00 -1891 156863 145.31 4.500E+01 11063 172.80 4.500E+01 14562 29209 0.0 -385 124937 -13.42 22.64 0.90 -384 152253 145.08 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -1892 128354 -14.82 20.68 1.00 -1891 156863 145.31 4.500E+01 11063 172.80 4.500E+01 14562 29209 0.0 -164 126504 -13.20 22.97 0.90 -164 153729 145.05 4.500E+01 9939 172.80 4.500E+01 13105 26288 0.0 1685 147205 -11.73 25.54 1.00 1685 186177 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 30.9 -164 126504 -13.20 22.97 0.90 -164 153729 145.05 4.500E+01 9939 172.80 4.500E+01 13105 26288 0.0 1685 153763 -11.73 25.54 1.00 1685 186177 144.97 4.500E+01 11037 172.80 4.500E+01 14562 29209 0.0 756 133035 -12.35 24.40 0.90 756 161731 144.91 4.500E+01 9930 172.80 4.500E+01 13105 26288 0.0 -2000 127584 -14.93 20.54 1.00 -1999 155947 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 757 127364 -12.35 24.40 0.90 756 161731 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 21.7 -2000 127584 -14.93 20.54 1.00 -1999 155947 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 1315 144710 -11.99 25.04 1.00 1315 183182 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 1321 144752 -11.98 25.05 1.00 1322 183239 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 1314 151163 -11.99 25.04 1.00 1315 183582 144.91 4.500E+01 11033 172.80 4.500E+01 14562 29209 0.0 1321 151207 -11.98 25.05 1.00 1322 183239 144.91 4.500E+01 11033 172.80 4.500E+01 14562 29209 0.0 -1209 127400 -14.14 21.58 1.00 -1208 162617 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -2008 121801 -14.94 20.53 1.00 -2009 155466 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -1209 133241 -14.14 21.58 1.00 -1208 162617 145.20 4.500E+01 11055 172.80 4.500E+01 14562 29209 0.0 -2009 127522 -14.94 20.53 1.00 -2009 155466 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2328 125231 -15.28 20.12 1.00 -2329 153153 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -2318 125300 -15.27 20.13 1.00 -2318 152847 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -2328 125231 -15.28 20.12 1.00 -2329 153153 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -2318 125300 -15.27 20.13 1.00 -2318 152847 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155458 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -1440 131591 -14.37 21.27 1.00 -1441 160658 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -2217 126031 -15.16 20.26 1.00 -2216 153712 145.37 4.500E+01 11068 172.80 4.500E+01 14562 29209 0.0 -1440 131591 -14.37 21.27 1.00 -1441 160658 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -2217 126031 -15.16 20.26 1.00 -2216 153712 145.37 4.500E+01 11068 172.80 4.500E+01 14562 29209 0.0 -1753 129353 -14.68 20.86 1.00 -1752 157639 145.28 4.500E+01 11061 172.80 4.500E+01 14562 29209 0.0 -1710 129657 -14.64 20.92 1.00 -1711 158386 145.28 4.500E+01 11061 172.80 4.500E+01 14562 29209 0.0 -1753 129353 -14.68 20.86 1.00 -1752 157639 145.28 4.500E+01 11061 172.80 4.500E+01 14562 29209 0.0 -1710 129657 -14.64 20.92 1.00 -1711 158386 145.28 4.500E+01 11061 172.80 4.500E+01 14562 29209 0.0 -2048 127240 -14.98 20.48 1.00 -2047 155140 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2058 127170 -14.99 20.47 1.00 -2057 155458 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2048 127240 -14.98 20.48 1.00 -2047 155140 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2058 127170 -14.99 20.47 1.00 -2057 155458 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 11 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 0 0 0 0 0 0.00 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 12 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 ‐350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 0 ‐350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155099 -16.23 15.09 0.90 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1029 2200 ‐669 12508 ‐11880 33680 0.43 -139594 18890.4 141858 172731 -19.91 12.51 1.00 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1020 2211 611 ‐9069 13130 33442 0.44 -139594 18890.4 141858 172332 -19.90 12.52 1.00 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1029 2025 ‐669 12508 ‐16060 46881 0.59 -139594 18890.4 141858 172731 -19.91 12.51 1.00 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1020 2036 611 ‐9069 16951 46716 0.60 -139594 18890.4 141858 172332 -19.90 12.52 1.00 14 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1528 1379 ‐103 5722 ‐14210 6263 0.20 -139594 18890.4 141858 172731 -20.56 12.14 1.00 14 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 3016 345 54 15241 ‐436 23053 0.58 -104695 17001.36 127673 155458 -23.37 10.77 0.90 14 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 1528 1204 ‐103 5722 ‐14855 14335 0.27 -139594 18890.4 141858 172731 -20.56 12.14 1.00 14 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 3016 126 54 15241 ‐102 24527 0.58 -104695 17001.36 127673 155458 -23.37 10.77 0.90 15 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 1503 1587 ‐223 3597 13486 15730 0.27 -139594 18890.4 141858 172332 -20.52 12.16 1.00 15 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1536 1337 154 2717 ‐19398 16662 0.33 -139594 18890.4 141858 172731 -20.57 12.14 1.00 15 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 1503 1411 ‐223 3597 12092 25099 0.36 -139594 18890.4 141858 172332 -20.52 12.16 1.00 15 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1536 1162 154 2717 ‐18433 24471 0.40 -139594 18890.4 141858 172731 -20.57 12.14 1.00 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2721 ‐3600 ‐458 11731 18985 38649 0.50 -139594 18890.4 141858 172332 -22.18 11.31 1.00 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2731 ‐3609 363 ‐6149 ‐19472 38743 0.49 -139594 18890.4 141858 172731 -22.20 11.30 1.00 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2721 ‐3775 ‐458 11731 16125 15603 0.46 -139594 18890.4 141858 172332 -22.18 11.31 1.00 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2731 ‐3784 363 ‐6149 ‐17205 15643 0.45 -139594 18890.4 141858 172731 -22.20 11.30 1.00 17 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 1892 ‐23 ‐227 4253 13579 17907 0.32 -139594 18890.4 141858 172332 -21.04 11.88 1.00 17 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1934 ‐152 198 3242 ‐17479 17284 0.32 -139594 18890.4 141858 172731 -21.10 11.85 1.00 17 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 1892 ‐198 ‐227 4253 12159 17216 0.32 -139594 18890.4 141858 172332 -21.04 11.88 1.00 17 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1934 ‐327 198 3242 ‐16244 15789 0.32 -139594 18890.4 141858 172731 -21.10 11.85 1.00 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1420 ‐3324 ‐642 16769 8541 39379 0.57 -139594 18890.4 141858 172332 -20.41 12.22 1.00 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1428 ‐3316 647 ‐14384 ‐10524 39628 0.49 -139594 18890.4 141858 172731 -20.42 12.22 1.00 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1420 ‐3414 ‐642 16769 6481 28570 0.57 -139594 18890.4 141858 172332 -20.41 12.22 1.00 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1428 ‐3406 647 ‐14384 ‐8447 28844 0.49 -139594 18890.4 141858 172731 -20.42 12.22 1.00 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐191 7314 ‐652 18900 ‐6996 10360 0.66 -139594 18890.4 141858 172731 -18.41 13.45 1.00 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐199 7321 623 ‐16522 8543 10099 0.66 -139594 18890.4 141858 172332 -18.40 13.46 1.00 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐191 7224 ‐652 18900 ‐9086 33680 0.65 -139594 18890.4 141858 172731 -18.41 13.45 1.00 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐199 7231 623 ‐16522 10540 33442 0.66 -139594 18890.4 141858 172332 -18.40 13.46 1.00 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 848 ‐2565 ‐1805 19027 4490 19433 0.65 -139594 18890.4 141858 172332 -19.68 12.65 1.00 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 855 ‐2563 1969 ‐17285 ‐6396 19708 0.59 -139594 18890.4 141858 172731 -19.69 12.64 1.00 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 848 ‐2650 ‐1805 19027 ‐999 11501 0.65 -139594 18890.4 141858 172731 -19.68 12.65 1.00 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 855 ‐2649 1969 ‐17285 ‐407 11781 0.59 -139594 18890.4 141858 172731 -19.69 12.64 1.00 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1326 7833 1871 ‐21015 966 ‐21842 0.74 -139594 18890.4 135805 172332 -15.09 16.13 1.00 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1318 7832 ‐1829 22733 443 ‐21520 0.78 -139594 18890.4 135805 172332 -15.10 16.12 1.00 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1326 7748 1871 ‐21015 6656 1855 0.72 -139594 18890.4 141858 172332 -17.13 14.38 1.00 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1318 7747 ‐1829 22733 ‐5122 2173 0.78 -139594 18890.4 141858 172731 -17.14 14.38 1.00 3 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1907 1811 ‐34 ‐14266 209 2536 0.54 -104695 17001.36 127673 155099 -21.35 11.72 0.90 3 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 3083 1229 29 15347 ‐358 17934 0.58 -104695 17001.36 127673 155458 -23.48 10.72 0.90 3 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1907 1653 ‐34 ‐14266 ‐3 13363 0.54 -104695 17001.36 127673 155458 -21.35 11.72 0.90 3 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 3083 1010 29 15347 ‐176 24933 0.59 -104695 17001.36 127673 155458 -23.48 10.72 0.90 5 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1766 2984 161 ‐12107 ‐1094 1042 0.46 -104695 17001.36 127673 155458 -21.13 11.83 0.90 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1307 2655 ‐451 13550 ‐16476 613 0.46 -139594 18890.4 141858 172731 -20.27 12.31 1.00 5 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1766 2827 161 ‐12107 ‐90 19201 0.46 -104695 17001.36 127673 155458 -21.13 11.83 0.90 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1307 2480 ‐451 13550 ‐19296 16662 0.46 -139594 18890.4 141858 172731 -20.27 12.31 1.00 6 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 350 0 0 0 ‐2190 0.03 -139594 18890.4 135805 172332 -16.23 15.09 1.00 6 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 6 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 7 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 0 0 0 0 0 0.00 -139594 18890.4 141858 172731 -18.64 13.30 1.00 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 8 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2093 ‐936 100 ‐9957 ‐1358 42014 0.50 -104695 17001.36 127673 155458 -21.63 11.58 0.90 8 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2576 ‐1804 ‐112 11005 1544 42998 0.53 -104695 17001.36 127673 155099 -22.38 11.21 0.90 8 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2093 ‐1094 100 ‐9957 ‐731 35673 0.42 -104695 17001.36 127673 155458 -21.63 11.58 0.90 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 11 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 12 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 12 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 12 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 12 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 14 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 14 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 14 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 14 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 15 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 15 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 15 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 15 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 17 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 17 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 17 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 17 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 3 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 3 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 3 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 3 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 5 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 5 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 6 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 6 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 6 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 6 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 7 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 7 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 7 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 7 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 8 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 8 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 8 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -1030 134521 -13.97 21.82 1.00 -1029 164127 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -1020 134596 -13.96 21.83 1.00 -1020 163802 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -1030 134521 -13.97 21.82 1.00 -1029 164127 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -1020 134596 -13.96 21.83 1.00 -1020 163802 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -1528 130964 -14.46 21.16 1.00 -1527 159933 145.25 4.500E+01 11058 172.80 4.500E+01 14562 29209 0.0 -3016 106074 -16.52 18.72 0.90 -3015 129916 144.15 4.500E+01 9878 172.80 4.500E+01 13105 26288 0.0 -1528 130964 -14.46 21.16 1.00 -1527 159933 145.25 4.500E+01 11058 172.80 4.500E+01 14562 29209 0.0 -3016 106074 -16.52 18.72 0.90 -3015 129916 144.15 4.500E+01 9878 172.80 4.500E+01 13105 26288 0.0 -1504 131137 -14.43 21.19 1.00 -1502 159746 145.24 4.500E+01 11058 172.80 4.500E+01 14562 29209 0.0 -1535 130910 -14.46 21.15 1.00 -1536 159862 145.25 4.500E+01 11059 172.80 4.500E+01 14562 29209 0.0 -1504 131137 -14.43 21.19 1.00 -1502 159746 145.24 4.500E+01 11058 172.80 4.500E+01 14562 29209 0.0 -1535 130910 -14.46 21.15 1.00 -1536 159862 145.25 4.500E+01 11059 172.80 4.500E+01 14562 29209 0.0 -2720 122417 -15.74 19.58 1.00 -2721 149393 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2732 122332 -15.75 19.57 1.00 -2732 149697 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2720 122417 -15.74 19.58 1.00 -2721 149393 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2732 122332 -15.75 19.57 1.00 -2732 149697 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -1892 128354 -14.82 20.68 1.00 -1893 156450 145.31 4.500E+01 11063 172.80 4.500E+01 14562 29209 0.0 -1935 128053 -14.86 20.63 1.00 -1933 156506 145.32 4.500E+01 11064 172.80 4.500E+01 14562 29209 0.0 -1892 128354 -14.82 20.68 1.00 -1893 156450 145.31 4.500E+01 11063 172.80 4.500E+01 14562 29209 0.0 -1935 128053 -14.86 20.63 1.00 -1933 156506 145.32 4.500E+01 11064 172.80 4.500E+01 14562 29209 0.0 -1420 131737 -14.35 21.30 1.00 -1421 160430 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1427 131682 -14.36 21.29 1.00 -1428 160772 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1420 131737 -14.35 21.30 1.00 -1421 160430 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1427 131682 -14.36 21.29 1.00 -1428 160772 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 191 143216 -12.88 23.49 1.00 190 174315 145.00 4.500E+01 11039 172.80 4.500E+01 14562 29209 0.0 200 143276 -12.87 23.50 1.00 198 173981 145.00 4.500E+01 11039 172.80 4.500E+01 14562 29209 0.0 191 143216 -12.88 23.49 1.00 190 174315 145.00 4.500E+01 11039 172.80 4.500E+01 14562 29209 0.0 200 143276 -12.87 23.50 1.00 198 173981 145.00 4.500E+01 11039 172.80 4.500E+01 14562 29209 0.0 -849 135814 -13.80 22.07 1.00 -848 165246 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 -854 135777 -13.81 22.06 1.00 -855 165585 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 -849 135814 -13.80 22.07 1.00 -848 165645 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 -854 135777 -13.81 22.06 1.00 -855 165585 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 1325 144780 -11.98 25.06 1.00 1326 183277 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 1319 144738 -11.99 25.05 1.00 1317 183201 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 1325 151240 -11.98 25.06 1.00 1326 183277 144.91 4.500E+01 11033 172.80 4.500E+01 14562 29209 0.0 1318 151185 -11.99 25.05 1.00 1317 183601 144.91 4.500E+01 11033 172.80 4.500E+01 14562 29209 0.0 -1907 114058 -15.06 20.39 0.90 -1906 139090 145.35 4.500E+01 9960 172.80 4.500E+01 13105 26288 0.0 -3083 105592 -16.62 18.62 0.90 -3083 129328 143.89 4.500E+01 9860 172.80 4.500E+01 13105 26288 0.0 -1907 114058 -15.06 20.39 0.90 -1906 139450 145.35 4.500E+01 9960 172.80 4.500E+01 13105 26288 0.0 -3083 105592 -16.62 18.62 0.90 -3083 129328 143.89 4.500E+01 9860 172.80 4.500E+01 13105 26288 0.0 -1766 115072 -14.89 20.59 0.90 -1766 140634 145.32 4.500E+01 9958 172.80 4.500E+01 13105 26288 0.0 -1307 132542 -14.24 21.45 1.00 -1307 161791 145.21 4.500E+01 11056 172.80 4.500E+01 14562 29209 0.0 -1766 115072 -14.89 20.59 0.90 -1766 140634 145.32 4.500E+01 9958 172.80 4.500E+01 13105 26288 0.0 -1307 132542 -14.24 21.45 1.00 -1307 161791 145.21 4.500E+01 11056 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 141858 -13.04 23.22 1.00 0 172731 145.02 4.500E+01 11041 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -2093 112724 -15.28 20.12 0.90 -2093 137862 145.39 4.500E+01 9962 172.80 4.500E+01 13105 26288 0.0 -2575 109262 -15.91 19.39 0.90 -2576 133353 145.50 4.500E+01 9970 172.80 4.500E+01 13105 26288 0.0 -2093 112724 -15.28 20.12 0.90 -2093 137862 145.39 4.500E+01 9962 172.80 4.500E+01 13105 26288 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 8 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2576 ‐2023 ‐112 11005 845 31038 0.50 -104695 17001.36 127673 155099 -22.38 11.21 0.90 9 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2269 149 ‐26 ‐14301 ‐107 18516 0.54 -104695 17001.36 127673 155458 -21.90 11.45 0.90 9 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2915 ‐1029 31 15468 ‐80 24702 0.59 -104695 17001.36 127673 155458 -23.21 10.84 0.90 9 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2269 ‐9 ‐26 ‐14301 ‐268 18951 0.54 -104695 17001.36 127673 155458 -21.90 11.45 0.90 9 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2915 ‐1248 31 15468 112 17587 0.59 -104695 17001.36 127673 155099 -23.21 10.84 0.90 10 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1421 53 38 ‐7847 1900 28396 0.34 -104695 17001.36 127673 155099 -20.62 12.11 0.90 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2048 ‐222 ‐660 10424 15410 41316 0.43 -139594 18890.4 141858 172332 -21.25 11.77 1.00 10 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1421 ‐105 38 ‐7847 2136 28233 0.34 -104695 17001.36 127673 155099 -20.62 12.11 0.90 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2048 ‐398 ‐660 10424 11283 39379 0.41 -139594 18890.4 141858 172332 -21.25 11.77 1.00 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 11 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -139594 18890.4 141858 172731 -18.64 13.30 1.00 11 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 0 0 0 0 0 0 0.00 -139594 18890.4 141858 172332 -18.64 13.30 1.00 12 0 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 0 ‐219 0 0 0 ‐684 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 12 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 ‐175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 12 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 0 ‐438 0 0 0 ‐2738 0.05 -104695 17001.36 122224 155099 -16.23 15.09 0.90 12 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 0 ‐350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155099 -16.23 15.09 0.90 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 360 1806 606 ‐9651 13139 19087 0.33 -139594 18890.4 141858 172332 -19.08 13.02 1.00 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 372 1793 ‐665 12946 ‐11872 19381 0.44 -139594 18890.4 141858 172731 -19.09 13.01 1.00 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 360 1631 606 ‐9651 16929 29828 0.42 -139594 18890.4 141858 172332 -19.08 13.02 1.00 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 372 1618 ‐665 12946 ‐16026 30039 0.44 -139594 18890.4 141858 172731 -19.09 13.01 1.00 14 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2138 903 ‐28 ‐14314 30 13363 0.54 -104695 17001.36 127673 155099 -21.70 11.54 0.90 14 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 3078 72 28 15443 ‐213 24933 0.59 -104695 17001.36 127673 155458 -23.48 10.72 0.90 14 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2138 746 ‐28 ‐14314 ‐147 18516 0.54 -104695 17001.36 127673 155458 -21.70 11.54 0.90 14 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 3078 ‐147 28 15443 ‐37 24702 0.59 -104695 17001.36 127673 155458 -23.48 10.72 0.90 15 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1783 1550 104 ‐10153 677 19201 0.39 -104695 17001.36 127673 155099 -21.16 11.82 0.90 15 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2747 1771 ‐109 10715 ‐679 42923 0.56 -104695 17001.36 127673 155458 -22.94 10.96 0.90 15 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1783 1392 104 ‐10153 1329 28396 0.39 -104695 17001.36 127673 155099 -21.16 11.82 0.90 15 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2747 1552 ‐109 10715 ‐1361 53310 0.66 -104695 17001.36 127673 155458 -22.94 10.96 0.90 16 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 2377 ‐3152 158 ‐11539 ‐188 35523 0.47 -104695 17001.36 127673 155458 -22.07 11.36 0.90 16 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2598 ‐3933 ‐176 13274 15 31038 0.51 -104695 17001.36 127673 155099 -22.42 11.20 0.90 16 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 2377 ‐3310 158 ‐11539 797 15330 0.44 -104695 17001.36 127673 155099 -22.07 11.36 0.90 16 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2598 ‐4152 ‐176 13274 ‐1088 5774 0.50 -104695 17001.36 127673 155458 -22.42 11.20 0.90 17 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2285 ‐640 ‐27 ‐14223 ‐233 18951 0.54 -104695 17001.36 127673 155458 -21.93 11.43 0.90 17 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2611 ‐2344 37 15429 76 17587 0.59 -104695 17001.36 127673 155099 -22.44 11.19 0.90 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 2285 ‐798 ‐27 ‐14223 ‐400 14459 0.54 -104695 17001.36 127673 155458 -21.93 11.43 0.90 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 2611 ‐2563 37 15429 308 2252 0.59 -104695 17001.36 127673 155099 -22.44 11.19 0.90 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1428 ‐3316 647 ‐14384 ‐10524 39628 0.49 -139594 18890.4 141858 172731 -20.42 12.22 1.00 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1420 ‐3324 ‐642 16769 8541 39379 0.57 -139594 18890.4 141858 172332 -20.41 12.22 1.00 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1428 ‐3406 647 ‐14384 ‐8447 28844 0.49 -139594 18890.4 141858 172731 -20.42 12.22 1.00 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1420 ‐3414 ‐642 16769 6481 28570 0.57 -139594 18890.4 141858 172332 -20.41 12.22 1.00 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐515 5416 618 ‐16935 8589 1855 0.58 -139594 18890.4 141858 172332 -18.03 13.72 1.00 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐506 5409 ‐647 19155 ‐7022 2173 0.66 -139594 18890.4 141858 172731 -18.05 13.71 1.00 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐515 5326 618 ‐16935 10570 19087 0.58 -139594 18890.4 141858 172332 -18.03 13.72 1.00 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐506 5319 ‐647 19155 ‐9097 19381 0.66 -139594 18890.4 141858 172731 -18.05 13.71 1.00 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 857 ‐5371 1966 ‐18403 ‐6462 28844 0.63 -139594 18890.4 141858 172731 -19.69 12.64 1.00 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 851 ‐5375 ‐1801 20214 4577 28570 0.69 -139594 18890.4 141858 172332 -19.68 12.64 1.00 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 857 ‐5457 1966 ‐18403 ‐481 12377 0.63 -139594 18890.4 141858 172731 -19.69 12.64 1.00 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 851 ‐5460 ‐1801 20214 ‐899 12092 0.69 -139594 18890.4 141858 172731 -19.68 12.64 1.00 1 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 ‐786 9246 ‐271 ‐5921 ‐1333 ‐17932 0.98 -104695 17001.36 122224 155458 -15.47 15.77 0.90 1 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐3086 15865 637 ‐513 2771 ‐83631 1.51 -139594 18890.4 135805 172332 -13.74 17.57 1.00 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1318 7747 ‐1829 22733 ‐5122 2173 0.78 -139594 18890.4 141858 172731 -17.14 14.38 1.00 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1326 7748 1871 ‐21015 6656 1855 0.72 -139594 18890.4 141858 172332 -17.13 14.38 1.00 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 981 2072 ‐177 7088 ‐16440 ‐5633 0.24 -139594 18890.4 135805 172731 -17.26 14.26 1.00 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 966 2075 135 ‐847 16376 ‐5769 0.20 -139594 18890.4 135805 172332 -17.24 14.27 1.00 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 981 1897 ‐177 7088 ‐17548 6769 0.24 -139594 18890.4 141858 172731 -19.85 12.55 1.00 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 966 1900 135 ‐847 17220 6655 0.20 -139594 18890.4 141858 172332 -19.83 12.56 1.00 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2329 4116 ‐456 13424 ‐16568 4301 0.46 -139594 18890.4 141858 172731 -21.63 11.58 1.00 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2318 4107 345 ‐8230 16666 4259 0.38 -139594 18890.4 141858 172332 -21.62 11.58 1.00 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2329 3941 ‐456 13424 ‐19420 29479 0.46 -139594 18890.4 141858 172731 -21.63 11.58 1.00 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 8 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 9 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 9 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 9 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 9 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 10 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 11 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 11 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 12 0 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 12 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 12 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 12 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 14 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 14 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 14 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 14 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 15 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 15 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 15 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 15 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 16 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 16 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 16 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 16 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 17 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 17 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 20 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 3 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 3 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 5 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -2575 109262 -15.91 19.39 0.90 -2576 133353 145.50 4.500E+01 9970 172.80 4.500E+01 13105 26288 0.0 -2268 111466 -15.50 19.86 0.90 -2269 136363 145.43 4.500E+01 9965 172.80 4.500E+01 13105 26288 0.0 -2914 106808 -16.38 18.87 0.90 -2915 130782 144.56 4.500E+01 9905 172.80 4.500E+01 13105 26288 0.0 -2268 111466 -15.50 19.86 0.90 -2269 136363 145.43 4.500E+01 9965 172.80 4.500E+01 13105 26288 0.0 -2914 106808 -16.38 18.87 0.90 -2915 130423 144.56 4.500E+01 9905 172.80 4.500E+01 13105 26288 0.0 -1422 117534 -14.51 21.09 0.90 -1421 143186 145.25 4.500E+01 9953 172.80 4.500E+01 13105 26288 0.0 -2048 127240 -14.98 20.48 1.00 -2047 155140 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -1422 117534 -14.51 21.09 0.90 -1421 143186 145.25 4.500E+01 9953 172.80 4.500E+01 13105 26288 0.0 -2048 127240 -14.98 20.48 1.00 -2047 155140 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 141858 -13.04 23.22 1.00 0 172731 145.02 4.500E+01 11041 172.80 4.500E+01 14562 29209 0.0 0 141858 -13.04 23.22 1.00 0 172332 145.02 4.500E+01 11041 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -361 139293 -13.36 22.73 1.00 -360 169331 145.07 4.500E+01 11045 172.80 4.500E+01 14562 29209 0.0 -372 139215 -13.37 22.71 1.00 -371 169637 145.07 4.500E+01 11045 172.80 4.500E+01 14562 29209 0.0 -361 139293 -13.36 22.73 1.00 -360 169331 145.07 4.500E+01 11045 172.80 4.500E+01 14562 29209 0.0 -372 139215 -13.37 22.71 1.00 -371 169637 145.07 4.500E+01 11045 172.80 4.500E+01 14562 29209 0.0 -2139 112396 -15.33 20.06 0.90 -2138 137122 145.40 4.500E+01 9963 172.80 4.500E+01 13105 26288 0.0 -3079 105621 -16.62 18.63 0.90 -3079 129358 143.91 4.500E+01 9861 172.80 4.500E+01 13105 26288 0.0 -2139 112396 -15.33 20.06 0.90 -2138 137481 145.40 4.500E+01 9963 172.80 4.500E+01 13105 26288 0.0 -3079 105621 -16.62 18.63 0.90 -3079 129358 143.91 4.500E+01 9861 172.80 4.500E+01 13105 26288 0.0 -1783 114945 -14.91 20.57 0.90 -1782 140140 145.32 4.500E+01 9958 172.80 4.500E+01 13105 26288 0.0 -2747 108007 -16.14 19.13 0.90 -2747 132233 145.21 4.500E+01 9950 172.80 4.500E+01 13105 26288 0.0 -1783 114945 -14.91 20.57 0.90 -1782 140140 145.32 4.500E+01 9958 172.80 4.500E+01 13105 26288 0.0 -2747 108007 -16.14 19.13 0.90 -2747 132233 145.21 4.500E+01 9950 172.80 4.500E+01 13105 26288 0.0 -2378 110681 -15.64 19.69 0.90 -2377 135434 145.45 4.500E+01 9967 172.80 4.500E+01 13105 26288 0.0 -2599 109095 -15.94 19.35 0.90 -2598 133164 145.51 4.500E+01 9971 172.80 4.500E+01 13105 26288 0.0 -2378 110681 -15.64 19.69 0.90 -2377 135074 145.45 4.500E+01 9967 172.80 4.500E+01 13105 26288 0.0 -2599 109095 -15.94 19.35 0.90 -2598 133523 145.51 4.500E+01 9971 172.80 4.500E+01 13105 26288 0.0 -2286 111342 -15.52 19.83 0.90 -2285 136222 145.43 4.500E+01 9965 172.80 4.500E+01 13105 26288 0.0 -2611 109004 -15.96 19.34 0.90 -2610 133059 145.51 4.500E+01 9971 172.80 4.500E+01 13105 26288 0.0 -2286 111342 -15.52 19.83 0.90 -2285 136222 145.43 4.500E+01 9965 172.80 4.500E+01 13105 26288 0.0 -2611 109004 -15.96 19.34 0.90 -2610 133059 145.51 4.500E+01 9971 172.80 4.500E+01 13105 26288 0.0 -1427 131682 -14.36 21.29 1.00 -1428 160772 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1420 131737 -14.35 21.30 1.00 -1421 160430 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1427 131682 -14.36 21.29 1.00 -1428 160772 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1420 131737 -14.35 21.30 1.00 -1421 160430 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 515 145514 -12.61 23.94 1.00 515 176615 144.95 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 505 145442 -12.62 23.92 1.00 505 176930 144.96 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 515 145514 -12.61 23.94 1.00 515 176615 144.95 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 505 145442 -12.62 23.92 1.00 505 176930 144.96 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 -857 135758 -13.81 22.05 1.00 -857 165570 145.14 4.500E+01 11051 172.80 4.500E+01 14562 29209 0.0 -851 135795 -13.81 22.06 1.00 -851 165216 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 -857 135758 -13.81 22.05 1.00 -857 165570 145.14 4.500E+01 11051 172.80 4.500E+01 14562 29209 0.0 -851 135795 -13.81 22.06 1.00 -851 165615 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 786 127559 -12.32 24.44 0.90 786 161979 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 3087 156615 -10.75 27.59 1.00 3087 197365 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 155.6 1318 151185 -11.99 25.05 1.00 1317 183601 144.91 4.500E+01 11033 172.80 4.500E+01 14562 29209 0.0 1325 151240 -11.98 25.06 1.00 1326 183277 144.91 4.500E+01 11033 172.80 4.500E+01 14562 29209 0.0 -982 128987 -13.93 21.89 1.00 -981 164527 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -967 129094 -13.91 21.91 1.00 -965 164261 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -980 134876 -13.93 21.89 1.00 -981 164527 145.16 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -966 134979 -13.91 21.91 1.00 -965 164261 145.16 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -2328 125231 -15.28 20.12 1.00 -2329 153153 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -2318 125300 -15.27 20.13 1.00 -2318 152847 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -2328 125231 -15.28 20.12 1.00 -2329 153153 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2318 3932 345 ‐8230 18821 29382 0.41 -139594 18890.4 141858 172332 -21.62 11.58 1.00 6 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 0 350 0 0 0 ‐2190 0.04 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 6 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 7 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 0 0 0 0 0 0.00 -139594 18890.4 135805 172731 -16.23 15.09 1.00 7 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -139594 18890.4 141858 172332 -18.64 13.30 1.00 7 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 7 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 8 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2227 ‐1214 ‐215 4138 ‐17792 46881 0.50 -139594 18890.4 141858 172731 -21.49 11.65 1.00 8 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2216 ‐1203 134 502 18279 46716 0.49 -139594 18890.4 141858 172332 -21.48 11.65 1.00 8 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2227 ‐1390 ‐215 4138 ‐19133 38743 0.41 -139594 18890.4 141858 172731 -21.49 11.65 1.00 8 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2216 ‐1378 134 502 19117 38649 0.41 -139594 18890.4 141858 172332 -21.48 11.65 1.00 9 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2799 444 67 3769 ‐18027 22541 0.47 -139594 18890.4 141858 172731 -22.29 11.26 1.00 9 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2785 442 ‐96 2625 17415 22445 0.48 -139594 18890.4 141858 172332 -22.27 11.27 1.00 9 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2799 269 67 3769 ‐17611 24769 0.48 -139594 18890.4 141858 172731 -22.29 11.26 1.00 9 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2785 267 ‐96 2625 16817 24663 0.48 -139594 18890.4 141858 172332 -22.27 11.27 1.00 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2057 ‐210 640 ‐7108 ‐17188 41486 0.43 -139594 18890.4 141858 172731 -21.26 11.77 1.00 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2048 ‐222 ‐660 10424 15410 41316 0.43 -139594 18890.4 141858 172332 -21.25 11.77 1.00 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2057 ‐385 640 ‐7108 ‐13186 39627 0.41 -139594 18890.4 141858 172731 -21.26 11.77 1.00 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2048 ‐398 ‐660 10424 11283 39379 0.41 -139594 18890.4 141858 172332 -21.25 11.77 1.00 11 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 0 175 0 0 0 ‐548 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 0 175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 11 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 0 0 0 0 0 0 0.00 -104695 17001.36 122224 155458 -16.23 15.09 0.90 11 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 0 0 0 0 0 0.00 -139594 18890.4 135805 172332 -16.23 15.09 1.00 12 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172731 -16.23 15.09 1.00 12 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 0 ‐175 0 0 0 ‐548 0.02 -139594 18890.4 135805 172332 -16.23 15.09 1.00 12 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 0 ‐350 0 0 0 ‐2190 0.03 -139594 18890.4 135805 172731 -16.23 15.09 1.00 12 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 0 ‐350 0 0 0 ‐2190 0.03 -139594 18890.4 135805 172332 -16.23 15.09 1.00 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1029 2200 ‐669 12508 ‐11880 33680 0.43 -139594 18890.4 141858 172731 -19.91 12.51 1.00 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 360 1806 606 ‐9651 13139 19087 0.33 -139594 18890.4 141858 172332 -19.08 13.02 1.00 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1029 2025 ‐669 12508 ‐16060 46881 0.59 -139594 18890.4 141858 172731 -19.91 12.51 1.00 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1020 2036 611 ‐9069 16951 46716 0.60 -139594 18890.4 141858 172332 -19.90 12.52 1.00 14 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 1383 1272 ‐59 5845 ‐17639 6769 0.21 -139594 18890.4 141858 172731 -20.37 12.25 1.00 14 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 1367 1273 21 410 17278 6655 0.21 -139594 18890.4 141858 172332 -20.34 12.26 1.00 14 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2471 1280 ‐66 5109 ‐18013 22541 0.42 -139594 18890.4 141858 172731 -21.83 11.48 1.00 14 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2457 1280 31 1307 17433 22445 0.42 -139594 18890.4 141858 172332 -21.81 11.49 1.00 15 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2493 2009 152 2275 ‐19527 29479 0.43 -139594 18890.4 141858 172731 -21.86 11.46 1.00 15 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2483 1997 ‐219 2058 18484 29382 0.44 -139594 18890.4 141858 172332 -21.85 11.47 1.00 15 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2493 1834 152 2275 ‐18577 41486 0.45 -139594 18890.4 141858 172731 -21.86 11.46 1.00 15 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2483 1822 ‐219 2058 17113 41316 0.46 -139594 18890.4 141858 172332 -21.85 11.47 1.00 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2731 ‐3609 363 ‐6149 ‐19472 38743 0.49 -139594 18890.4 141858 172731 -22.20 11.30 1.00 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2721 ‐3600 ‐458 11731 18985 38649 0.50 -139594 18890.4 141858 172332 -22.18 11.31 1.00 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2731 ‐3784 363 ‐6149 ‐17205 15643 0.45 -139594 18890.4 141858 172731 -22.20 11.30 1.00 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2721 ‐3775 ‐458 11731 16125 15603 0.46 -139594 18890.4 141858 172332 -22.18 11.31 1.00 17 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2973 ‐658 187 2471 ‐17544 24769 0.50 -139594 18890.4 141858 172731 -22.54 11.14 1.00 17 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2959 ‐662 ‐209 3874 16725 24663 0.51 -139594 18890.4 141858 172332 -22.52 11.15 1.00 17 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 2973 ‐833 187 2471 ‐16374 20112 0.50 -139594 18890.4 141858 172731 -22.54 11.14 1.00 17 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 2959 ‐837 ‐209 3874 15416 19980 0.50 -139594 18890.4 141858 172332 -22.52 11.15 1.00 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1428 ‐3316 647 ‐14384 ‐10524 39628 0.49 -139594 18890.4 141858 172731 -20.42 12.22 1.00 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1420 ‐3324 ‐642 16769 8541 39379 0.57 -139594 18890.4 141858 172332 -20.41 12.22 1.00 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 1428 ‐3406 647 ‐14384 ‐8447 28844 0.49 -139594 18890.4 141858 172731 -20.42 12.22 1.00 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 1420 ‐3414 ‐642 16769 6481 28570 0.57 -139594 18890.4 141858 172332 -20.41 12.22 1.00 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐506 5409 ‐647 19155 ‐7022 2173 0.66 -139594 18890.4 141858 172731 -18.05 13.71 1.00 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐515 5416 618 ‐16935 8589 1855 0.58 -139594 18890.4 141858 172332 -18.03 13.72 1.00 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐506 5319 ‐647 19155 ‐9097 19381 0.66 -139594 18890.4 141858 172731 -18.05 13.71 1.00 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐515 5326 618 ‐16935 10570 19087 0.58 -139594 18890.4 141858 172332 -18.03 13.72 1.00 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 857 ‐5371 1966 ‐18403 ‐6462 28844 0.63 -139594 18890.4 141858 172731 -19.69 12.64 1.00 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 851 ‐5375 ‐1801 20214 4577 28570 0.69 -139594 18890.4 141858 172332 -19.68 12.64 1.00 20 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 2018 1445 ‐317 6395 ‐2777 54718 0.57 -139594 18890.4 141858 172731 -21.21 11.79 1.00 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 5 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 6 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 6 0 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 6 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 6 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 7 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 7 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 7 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 7 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 8 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 8 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 8 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 8 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 9 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 9 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 9 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 9 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 10 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 10 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 11 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 11 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 11 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 11 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 12 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 12 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 12 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 12 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 13 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 13 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 14 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 14 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 14 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 14 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 15 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 15 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 15 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 15 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 16 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 16 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 17 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 17 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 17 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 17 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 18 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 19 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 19 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 20 0 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 20 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -2318 125300 -15.27 20.13 1.00 -2318 152847 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 141858 -13.04 23.22 1.00 0 172332 145.02 4.500E+01 11041 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -2226 125961 -15.17 20.25 1.00 -2227 154018 145.37 4.500E+01 11068 172.80 4.500E+01 14562 29209 0.0 -2217 126031 -15.16 20.26 1.00 -2216 153712 145.37 4.500E+01 11068 172.80 4.500E+01 14562 29209 0.0 -2226 125961 -15.17 20.25 1.00 -2227 154018 145.37 4.500E+01 11068 172.80 4.500E+01 14562 29209 0.0 -2217 126031 -15.16 20.26 1.00 -2216 153712 145.37 4.500E+01 11068 172.80 4.500E+01 14562 29209 0.0 -2798 121858 -15.83 19.48 1.00 -2799 149119 145.49 4.500E+01 11077 172.80 4.500E+01 14562 29209 0.0 -2784 121959 -15.81 19.49 1.00 -2785 148838 145.49 4.500E+01 11077 172.80 4.500E+01 14562 29209 0.0 -2798 121858 -15.83 19.48 1.00 -2799 149119 145.49 4.500E+01 11077 172.80 4.500E+01 14562 29209 0.0 -2784 121959 -15.81 19.49 1.00 -2785 148838 145.49 4.500E+01 11077 172.80 4.500E+01 14562 29209 0.0 -2058 127170 -14.99 20.47 1.00 -2057 155458 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2048 127240 -14.98 20.48 1.00 -2047 155140 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2058 127170 -14.99 20.47 1.00 -2057 155458 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 -2048 127240 -14.98 20.48 1.00 -2047 155140 145.34 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172731 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 0 135805 -13.04 23.22 1.00 0 172332 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -1030 134521 -13.97 21.82 1.00 -1029 164127 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -361 139293 -13.36 22.73 1.00 -360 169331 145.07 4.500E+01 11045 172.80 4.500E+01 14562 29209 0.0 -1030 134521 -13.97 21.82 1.00 -1029 164127 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -1020 134596 -13.96 21.83 1.00 -1020 163802 145.17 4.500E+01 11052 172.80 4.500E+01 14562 29209 0.0 -1383 132002 -14.31 21.35 1.00 -1383 161144 145.22 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1366 132120 -14.30 21.37 1.00 -1366 160888 145.22 4.500E+01 11056 172.80 4.500E+01 14562 29209 0.0 -2470 124212 -15.44 19.93 1.00 -2470 151951 145.42 4.500E+01 11072 172.80 4.500E+01 14562 29209 0.0 -2457 124307 -15.42 19.95 1.00 -2456 151673 145.42 4.500E+01 11071 172.80 4.500E+01 14562 29209 0.0 -2493 124049 -15.46 19.90 1.00 -2493 151757 145.42 4.500E+01 11072 172.80 4.500E+01 14562 29209 0.0 -2482 124126 -15.45 19.91 1.00 -2483 151442 145.42 4.500E+01 11072 172.80 4.500E+01 14562 29209 0.0 -2493 124049 -15.46 19.90 1.00 -2493 151757 145.42 4.500E+01 11072 172.80 4.500E+01 14562 29209 0.0 -2482 124126 -15.45 19.91 1.00 -2483 151442 145.42 4.500E+01 11072 172.80 4.500E+01 14562 29209 0.0 -2732 122332 -15.75 19.57 1.00 -2732 149697 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2720 122417 -15.74 19.58 1.00 -2721 149393 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2732 122332 -15.75 19.57 1.00 -2732 149697 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2720 122417 -15.74 19.58 1.00 -2721 149393 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -2973 120604 -16.05 19.24 1.00 -2973 147616 145.53 4.500E+01 11080 172.80 4.500E+01 14562 29209 0.0 -2960 120696 -16.03 19.25 1.00 -2959 147333 145.53 4.500E+01 11080 172.80 4.500E+01 14562 29209 0.0 -2973 120604 -16.05 19.24 1.00 -2973 147616 145.53 4.500E+01 11080 172.80 4.500E+01 14562 29209 0.0 -2960 120696 -16.03 19.25 1.00 -2959 147333 145.53 4.500E+01 11080 172.80 4.500E+01 14562 29209 0.0 -1427 131682 -14.36 21.29 1.00 -1428 160772 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1420 131737 -14.35 21.30 1.00 -1421 160430 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1427 131682 -14.36 21.29 1.00 -1428 160772 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -1420 131737 -14.35 21.30 1.00 -1421 160430 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 505 145442 -12.62 23.92 1.00 505 176930 144.96 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 515 145514 -12.61 23.94 1.00 515 176615 144.95 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 505 145442 -12.62 23.92 1.00 505 176930 144.96 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 515 145514 -12.61 23.94 1.00 515 176615 144.95 4.500E+01 11036 172.80 4.500E+01 14562 29209 0.0 -857 135758 -13.81 22.05 1.00 -857 165570 145.14 4.500E+01 11051 172.80 4.500E+01 14562 29209 0.0 -851 135795 -13.81 22.06 1.00 -851 165216 145.14 4.500E+01 11050 172.80 4.500E+01 14562 29209 0.0 -2018 127452 -14.95 20.52 1.00 -2019 155783 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 20 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 562 ‐3599 ‐248 ‐4900 1333 10590 0.36 -104695 17001.36 127673 155099 -19.40 12.82 0.90 1 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐3105 14797 641 ‐480 2767 ‐83791 1.41 -139594 18890.4 135805 172332 -13.72 17.58 1.00 1 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 562 3444 229 4493 1275 9961 0.35 -104695 17001.36 127673 155099 -19.40 12.82 0.90 1 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐3105 14711 641 ‐480 4718 ‐38914 1.40 -139594 18890.4 135805 172332 -13.72 17.58 1.00 1 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 569 6444 112 1925 1100 29262 0.65 -104695 17001.36 127673 155099 -19.41 12.81 0.90 3 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐2 5215 ‐16 10806 5240 ‐43612 0.50 -139594 18890.4 135805 172332 -16.23 15.09 1.00 3 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 3137 1085 6 7523 ‐353 19772 0.59 -104695 17001.36 127673 155458 -23.57 10.68 0.90 3 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐2 5040 ‐16 10806 5141 ‐11567 0.48 -139594 18890.4 135805 172332 -16.23 15.09 1.00 3 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3696 1732 ‐4 569 95 27887 0.71 -104695 17001.36 127673 155099 -24.51 10.29 0.90 5 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 754 3944 ‐109 6651 5561 ‐18759 0.37 -139594 18890.4 135805 172332 -17.02 14.45 1.00 5 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 3080 4511 ‐165 12007 1159 15411 0.57 -104695 17001.36 127673 155099 -23.48 10.72 0.90 5 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 754 3768 ‐109 6651 4882 5342 0.34 -139594 18890.4 141858 172332 -19.56 12.72 1.00 5 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3523 4916 11 ‐601 354 43838 0.73 -104695 17001.36 127673 155099 -24.22 10.41 0.90 6 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 526 0 0 0 ‐3285 0.06 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 315 0 0 0 ‐1971 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 6 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 0 0 0 0 0 0.00 -104695 17001.36 122224 155458 -16.23 15.09 0.90 7 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 7 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 ‐263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 7 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 ‐158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 8 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 502 ‐238 0 0 2 8897 0.10 -104695 17001.36 127673 155099 -19.32 12.87 0.90 8 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3401 ‐1947 ‐7 625 453 60295 0.78 -104695 17001.36 127673 155099 -24.01 10.50 0.90 8 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 502 ‐396 0 0 2 6914 0.07 -104695 17001.36 127673 155099 -19.32 12.87 0.90 8 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 2976 ‐1666 86 ‐8481 ‐693 48372 0.63 -104695 17001.36 127673 155458 -23.31 10.79 0.90 9 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 557 ‐81 0 1 2 5007 0.05 -104695 17001.36 127673 155099 -19.39 12.82 0.90 9 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3820 ‐585 1 724 82 30934 0.74 -104695 17001.36 127673 155099 -24.72 10.21 0.90 9 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 557 ‐239 0 1 2 4007 0.04 -104695 17001.36 127673 155099 -19.39 12.82 0.90 9 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2082 2867 ‐51 11057 ‐5309 34460 0.38 -139594 18890.4 141858 172731 -21.30 11.75 1.00 10 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 333 ‐183 0 0 1 8534 0.09 -104695 17001.36 127673 155099 -19.09 13.01 0.90 10 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 2246 ‐1229 ‐13 1238 277 57694 0.69 -104695 17001.36 127673 155099 -21.86 11.46 0.90 10 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 333 ‐340 0 0 1 6900 0.07 -104695 17001.36 127673 155099 -19.09 13.01 0.90 10 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 2257 ‐1450 ‐13 1250 191 49440 0.59 -104695 17001.36 127673 155099 -21.88 11.45 0.90 11 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 11 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 11 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 0 0 0 0 0 0 0.00 -104695 17001.36 122224 155099 -16.23 15.09 0.90 11 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 0 0 0 0 0 0 0.00 -104695 17001.36 127673 155099 -18.64 13.30 0.90 12 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 ‐263 0 0 0 ‐821 0.03 -104695 17001.36 122224 155099 -16.23 15.09 0.90 12 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 ‐158 0 0 0 ‐493 0.02 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 0 ‐526 0 0 0 ‐3285 0.06 -104695 17001.36 122224 155458 -16.23 15.09 0.90 12 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 0 ‐315 0 0 0 ‐1971 0.03 -104695 17001.36 122224 155458 -16.23 15.09 0.90 13 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐399 4500 54 3357 4407 ‐3634 0.48 -104695 17001.36 122224 155099 -15.83 15.44 0.90 13 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 2323 1652 8 ‐447 402 50749 0.61 -104695 17001.36 127673 155099 -21.98 11.40 0.90 13 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 345 220 0 1 2 8897 0.09 -104695 17001.36 127673 155099 -19.10 13.00 0.90 13 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 2312 1435 8 ‐434 457 60295 0.72 -104695 17001.36 127673 155099 -21.97 11.41 0.90 14 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 845 3989 ‐50 11144 5109 ‐11567 0.38 -139594 18890.4 135805 172332 -17.11 14.37 1.00 14 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3845 616 ‐1 639 93 27887 0.74 -104695 17001.36 127673 155099 -24.76 10.19 0.90 14 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 563 37 0 1 2 5007 0.05 -104695 17001.36 127673 155099 -19.40 12.82 0.90 14 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 3843 390 ‐1 659 85 30934 0.75 -104695 17001.36 127673 155099 -24.76 10.20 0.90 15 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1404 2823 ‐199 7150 3967 5342 0.26 -139594 18890.4 141858 172332 -20.39 12.23 1.00 15 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3290 2348 ‐3 341 347 43838 0.68 -104695 17001.36 127673 155099 -23.83 10.57 0.90 15 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 485 272 0 1 2 8534 0.09 -104695 17001.36 127673 155099 -19.29 12.88 0.90 15 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 3290 2085 ‐3 341 328 57693 0.74 -104695 17001.36 127673 155099 -23.83 10.57 0.90 16 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 528 ‐737 0 ‐1 2 6914 0.07 -104695 17001.36 127673 155099 -19.35 12.84 0.90 16 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 3351 ‐4116 135 ‐9444 ‐51 48372 0.71 -104695 17001.36 127673 155458 -23.93 10.53 0.90 16 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 1668 ‐2890 ‐154 11653 ‐1099 1042 0.44 -104695 17001.36 127673 155458 -20.99 11.91 0.90 16 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2313 ‐1952 ‐92 8388 ‐5434 30670 0.40 -139594 18890.4 141858 172731 -21.61 11.59 1.00 17 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 519 ‐392 0 1 2 4007 0.04 -104695 17001.36 127673 155099 -19.34 12.85 0.90 17 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2717 2158 ‐10 10729 ‐5340 34460 0.48 -139594 18890.4 141858 172731 -22.18 11.31 1.00 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 1724 ‐2019 34 13591 120 ‐976 0.52 -104695 17001.36 122224 155099 -18.33 13.49 0.90 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 20 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 1 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 1 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 1 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 3 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 3 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 3 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 3 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 5 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 5 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 5 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 5 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 6 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 6 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 6 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 6 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 7 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 7 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 7 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 7 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 8 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 8 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 8 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 8 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 9 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 9 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 9 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 9 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 10 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 10 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 10 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 10 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 11 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 11 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 11 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 11 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 12 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 12 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 12 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 12 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 13 0 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 13 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 13 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 13 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 14 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 14 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 14 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 14 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 15 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 15 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 15 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 15 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 16 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 16 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 16 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 16 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 17 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 17 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 17 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -562 123675 -13.60 22.37 0.90 -562 150410 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 3105 156737 -10.74 27.62 1.00 3105 197509 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 137.9 -563 123667 -13.60 22.37 0.90 -563 150397 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 3105 156737 -10.74 27.62 1.00 3105 197509 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 71.5 -568 123632 -13.60 22.36 0.90 -568 150355 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 2 135820 -13.04 23.22 1.00 2 172350 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3138 105199 -16.70 18.54 0.90 -3136 128862 143.67 4.500E+01 9845 172.80 4.500E+01 13105 26288 0.0 2 135820 -13.04 23.22 1.00 2 172350 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3696 101173 -17.59 17.68 0.90 -3695 123633 141.48 4.500E+01 9694 172.80 4.500E+01 13105 26288 0.0 -754 130570 -13.72 22.19 1.00 -755 166029 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3081 105606 -16.62 18.63 0.90 -3080 128988 143.90 4.500E+01 9860 172.80 4.500E+01 13105 26288 0.0 -753 136494 -13.72 22.19 1.00 -755 166029 145.13 4.500E+01 11049 172.80 4.500E+01 14562 29209 0.0 -3523 102421 -17.32 17.93 0.90 -3524 125127 142.16 4.500E+01 9741 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -502 124097 -13.54 22.46 0.90 -502 150907 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3400 103307 -17.09 18.15 0.90 -3401 126206 142.64 4.500E+01 9774 172.80 4.500E+01 13105 26288 0.0 -502 124097 -13.54 22.46 0.90 -502 150907 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -2975 106367 -16.47 18.78 0.90 -2975 130258 144.31 4.500E+01 9889 172.80 4.500E+01 13105 26288 0.0 -558 123701 -13.59 22.38 0.90 -557 150452 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3821 100273 -17.79 17.50 0.90 -3819 122548 140.99 4.500E+01 9661 172.80 4.500E+01 13105 26288 0.0 -558 123701 -13.59 22.38 0.90 -557 150452 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -2082 126994 -15.02 20.43 1.00 -2083 155241 145.34 4.500E+01 11066 172.80 4.500E+01 14562 29209 0.0 -333 125302 -13.37 22.71 0.90 -334 152314 145.07 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -2246 111628 -15.47 19.90 0.90 -2246 136200 145.42 4.500E+01 9965 172.80 4.500E+01 13105 26288 0.0 -333 125302 -13.37 22.71 0.90 -334 152314 145.07 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -2258 111543 -15.48 19.88 0.90 -2257 136102 145.43 4.500E+01 9965 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 127673 -13.04 23.22 0.90 0 155099 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155099 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 0 122224 -13.04 23.22 0.90 0 155458 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 399 124947 -12.67 23.84 0.90 399 158411 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -2322 111080 -15.57 19.78 0.90 -2323 135538 145.44 4.500E+01 9966 172.80 4.500E+01 13105 26288 0.0 -344 125224 -13.38 22.70 0.90 -344 152230 145.07 4.500E+01 9941 172.80 4.500E+01 13105 26288 0.0 -2311 111157 -15.55 19.79 0.90 -2312 135635 145.44 4.500E+01 9966 172.80 4.500E+01 13105 26288 0.0 -845 129942 -13.80 22.07 1.00 -844 165276 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 0.0 -3844 100104 -17.83 17.46 0.90 -3844 122330 140.90 4.500E+01 9655 172.80 4.500E+01 13105 26288 0.0 -563 123667 -13.60 22.37 0.90 -563 150397 145.11 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3843 100118 -17.82 17.46 0.90 -3842 122348 140.90 4.500E+01 9655 172.80 4.500E+01 13105 26288 0.0 -1404 131846 -14.33 21.32 1.00 -1404 160573 145.23 4.500E+01 11057 172.80 4.500E+01 14562 29209 0.0 -3290 104098 -16.93 18.31 0.90 -3290 127171 143.07 4.500E+01 9804 172.80 4.500E+01 13105 26288 0.0 -484 124226 -13.52 22.48 0.90 -484 151059 145.10 4.500E+01 9942 172.80 4.500E+01 13105 26288 0.0 -3290 104098 -16.93 18.31 0.90 -3290 127171 143.07 4.500E+01 9804 172.80 4.500E+01 13105 26288 0.0 -529 123907 -13.56 22.42 0.90 -529 150686 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -3350 103666 -17.02 18.22 0.90 -3350 127008 142.84 4.500E+01 9787 172.80 4.500E+01 13105 26288 0.0 -1667 115775 -14.78 20.73 0.90 -1668 141462 145.30 4.500E+01 9956 172.80 4.500E+01 13105 26288 0.0 -2314 125335 -15.26 20.14 1.00 -2314 153286 145.39 4.500E+01 11069 172.80 4.500E+01 14562 29209 0.0 -519 123976 -13.55 22.43 0.90 -519 150769 145.10 4.500E+01 9943 172.80 4.500E+01 13105 26288 0.0 -2718 122434 -15.73 19.59 1.00 -2718 149816 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -1724 110204 -14.85 20.65 0.90 -1724 140632 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case Fx kips Fy kips Fz kips Mx k-ft My k-ft Mz k-ft DCR Pnc_max Pnt_max nx, pure bending ny, pure bending Zx cx x 17 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2717 1983 ‐10 10729 ‐5404 47402 0.51 -139594 18890.4 141858 172731 -22.18 11.31 1.00 18 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 158 ‐1073 0 ‐1 1 6900 0.11 -104695 17001.36 127673 155099 -18.85 13.16 0.90 18 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 1085 ‐6491 ‐15 1922 95 49440 0.65 -104695 17001.36 127673 155099 -20.14 12.38 0.90 18 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 158 ‐1154 0 ‐1 1 3328 0.12 -104695 17001.36 127673 155099 -18.85 13.16 0.90 18 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2028 1901 141 2154 ‐5201 50333 0.53 -139594 18890.4 141858 172731 -21.22 11.79 1.00 19 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1819 11160 129 1243 5219 ‐38914 1.06 -139594 18890.4 135805 172332 -14.70 16.52 1.00 19 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 1268 4127 ‐1 2502 1228 29262 0.41 -104695 17001.36 127673 155099 -20.40 12.23 0.90 19 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1589 9298 90 1089 4169 ‐3634 0.98 -104695 17001.36 122224 155099 -14.74 16.48 0.90 19 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 1105 6888 14 ‐1261 328 50750 0.69 -104695 17001.36 127673 155099 -20.16 12.36 0.90 20 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 ‐1 ‐1656 0 ‐1 1 3328 0.17 -104695 17001.36 127673 155099 -18.64 13.30 0.90 20 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2020 1535 693 503 ‐4715 50333 0.53 -139594 18890.4 141858 172731 -21.21 11.79 1.00 20 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 ‐798 ‐10868 162 3747 ‐761 ‐18319 1.15 -104695 17001.36 122224 155458 -15.46 15.78 0.90 20 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 2020 1450 693 503 ‐2606 54874 0.57 -139594 18890.4 141858 172731 -21.21 11.79 1.00 PMM Bent 3.xls February 2012 Sellwood Bridge Bent 3 Footing Axial/Shear/Bending Design SMJ Member Station Load Case 17 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 18 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 18 0 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 18 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 18 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 19 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 19 0 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 19 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 19 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 20 0 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 20 0 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 20 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 20 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 Pnx, Combined nx, Combined Zy cy y Pny, Combined ny, Combined dvx sx Vnx dvy sy Vny Tn As -2718 122434 -15.73 19.59 1.00 -2718 149816 145.47 4.500E+01 11076 172.80 4.500E+01 14562 29209 0.0 -158 126548 -13.19 22.98 0.90 -158 153786 145.05 4.500E+01 9939 172.80 4.500E+01 13105 26288 0.0 -1085 119942 -14.14 21.59 0.90 -1084 146022 145.19 4.500E+01 9949 172.80 4.500E+01 13105 26288 0.0 -158 126548 -13.19 22.98 0.90 -158 153786 145.05 4.500E+01 9939 172.80 4.500E+01 13105 26288 0.0 -2028 127381 -14.96 20.50 1.00 -2028 155702 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 1820 148114 -11.63 25.73 1.00 1820 187259 138.24 4.500E+01 10525 172.80 4.500E+01 14562 29209 23.1 -1269 118629 -14.34 21.32 0.90 -1268 144477 145.23 4.500E+01 9951 172.80 4.500E+01 13105 26288 0.0 1589 132970 -11.67 25.65 0.90 1588 168132 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 0.0 -1105 119801 -14.16 21.56 0.90 -1105 145852 145.20 4.500E+01 9949 172.80 4.500E+01 13105 26288 0.0 1 127678 -13.04 23.22 0.90 1 155105 145.02 4.500E+01 9937 172.80 4.500E+01 13105 26288 0.0 -2021 127434 -14.95 20.52 1.00 -2020 155770 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 799 127645 -12.31 24.46 0.90 797 162072 138.24 4.500E+01 9473 172.80 4.500E+01 13105 26288 17.8 -2021 127434 -14.95 20.52 1.00 -2020 155770 145.33 4.500E+01 11065 172.80 4.500E+01 14562 29209 0.0 PMM Bent 3.xls February 2012 Bent 2 & 3 Footings Bent 2 & 3 Footing – Design Strut and Tie SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations Strut and Tie Models Load transfer from the exterior shafts to the wall pier of Bent 2 was analyzed using strut- and-tie models. Two model types were used: one for a compressive, or upward, reaction in the shaft; and another for a tension, or downward, reaction in the shaft. The top of shaft reactions were generated using results from LARSA 4D in conjunction with FB- Multipier. Only reactions in the 2D plane parallel to the transverse axis of the bridge were used in the STM analysis. The vertical reaction at the bottom node was taken equal to the axial load in the shaft. The horizontal reactions applied to the top and bottom chords of the STM truss were calculated using, d MP Rxn uu  2 Assume that the effective depth “d” is equal to 13.5 ft for all models. For the tension load model assume the diagonal struts act at a 47.7 degree angle from horizontal. For the compression load models assume the diagonal strut acts an angle of 77.0 degrees from horizontal. For 1000yr event, use a resistance factor of 1.0. For all other load cases use resistance factors per 5.5.4.2. Critical Tension Load Model There is one critical load condition for the cap when the shaft is in tension. The loads as well as the results of the STM are shown below. Case 1 (EnvRSA_1000YR_NoScour_Rev7.0_LC8): Pu = 1015 kips (tension) Vu = 2822 kips (tension) Mu = 46135 kip-ft (compression in top) SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations Assume node points are equal in size to the equivalent rectangular section based on a 10’ diameter shaft. 286.8 ftbe  For vertical ties provide headed bars at the interior of the cap equal to 2 2 2 22.0 )'86.8)(60( 1015 ft in ksi kips As  Provide #9 headed bars @ 2ft c.c. each way. For top strut assume an effective width and depth of 120” and 20” respectively. The strut is at a CCC node. Thus,      10668160485.0"20"1200.1  kipsksiPn ∴ Okay For bottom horizontal tie try (3) layers of (6) #18 bars grade 75 ksi minimum.       48295400750.46*30.1 2  kipsksiinPn ∴ Okay Provide (18) #18 bars within width of pier wall spaced @ 9” c.c. minimum. Check the diagonal struts. The critical tensile strain is from the vertical tension tie is,    00178.02900062.19 )1015( 2  ksiin s The critical tensile strain is from the horizontal tension tie is,    00209.02900072 )48293889( 2 1 2    ksiin s   0055.0cot002.0 21   ss ksi f f ccu 31.2 1708.0 ' 1       27.52cos27.4sin86.859.5 ftftAcu   SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations   1383175300.1  kipsfAP cucun ∴ Okay Check the nodes. The bottom middle node is the critical node and is a CTT node.   ccn AfP '65.0        4829893759.5*27.440.165.0  kipsftftksiPn ∴ Okay Per AASHTO Section 5.6.3.6 provide crack control reinforcement equivalent to, 003.0 sb A w For a cap width of 20’and assuming a spacing of 12”, ft in A 2 64.8 For the vertical reinforcement there are #8 stirrups spaced at 6” and #9 headed vertical bars. Assume (14) headed bars per plane and assume 24” maximum spacing.         222 16.100.1 24 12 1479.0 6 12 2 inin in in in in in Av            For the horizontal reinforcement there are #11 bars at each face spaced at 8” and assume (7) #7 horizontal bars through the shaft joints.         222 88.86.0 12 12 756.1 8 12 2 inin in in in in in Ah            Critical Compression Load Models There are three critical loads conditions for the cap when the shaft is in compression. The first case is critical for the compression in the diagonal strut. The second is critical for compression in the top of the cap. The third is critical for tension in the bottom of the cap. The loads as well as the results of the STM are shown below. SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations Case 1 (EnvRSA_1000YR_HalfScour_Rev7.0_LC5): Pu = 13939 kips (compression) Vu = 2584 kips (compression) Mu = 66591 kip-ft (compression in bottom) Check the horizontal tie. Per the design drawings, (28) #14 bars. Assume 60 ksi.     kipskipsinksiPn 368378063600.1 2  ∴ Okay Check the diagonal strut.    0002.02900063 )368( 2  ksiin s ksiff ccu 4.3'85.0  At top of strut,   255.71cos67.1sin86.886.8 ftftAcu   At bottom of strut,   26.53cos27.4sin86.859.5 ftftAcu   (controls) SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations   kipskipsfAP cucun 14318262430.1  ∴ Okay Check top node assume an effective width and depth of 120” and 20” respectively. The strut is at a CCT node. Thus,        3686120485.0"20"12075.00.1  kipsksiPn ∴ Okay Case 2 (EnvRSA_500YR_HalfScour_Rev5.0_LC7): Pu = 1894 kips (compression) Vu = 1552 kips (compression) Mu = 40917 kip-ft (tension in bottom) For bottom horizontal tie try (3) layers of (6) #18 bars grade 75 ksi minimum.       42514860750.46*39.0 2  kipsksiinPn ∴ Okay Provide (18) #18 bars within width of pier wall spaced @ 9” c.c. minimum. Check the diagonal strut. The critical tensile strain is from the vertical tension tie.    002.02900072 )4251( 2  ksiin s SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations   0023.0cot002.0 21   ss ksif f f c c cu 38.3'85.0, 1708.0 ' min 1             26.53cos27.4sin86.859.5 ftftAcu     1946182737.0  kipsfAP cucun ∴ Okay Check the top strut assuming a width and depth of 10 ft and 1.67 ft. There is not a tension tie anchoring this node thus,      2700571267.1*0.10485.07.0  kipsftftksiPn Check the top node for the horizontal compression strut. This is a CCC node.   ccn AfP '85.0        2700571267.1*0.10485.07.0  kipsftftksiPn ∴ Okay Case 3 (EnvRSA_1000YR_NoScour_Rev7.0_LC7): Pu = 1648 kips (compression) Vu = 2625 kips (compression) Mu = 43883 kip-ft (tension in bottom) SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 2 Sample Calcuations Check the horizontal tie. Include the (5) #7 bars and the (2) #8 bars that are within the tension tie region. Consider these bars as 60 ksi steel, therefore proportion the area by the factor 60/75.             kipskipsinininksiPn 49505674 75 60 79.02 75 60 6.05418750.1 222                  ∴ Okay Other checks of the STM model okay per previous calculations. SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations Strut and Tie Models Load transfer from the exterior shafts to the wall pier of bent 3 was analyzed using strut- and-tie models. Two model types were used: one for a compressive, or upward, reaction in the shaft; and another for a tension, or downward, reaction in the shaft. The top of shaft reactions were generated using results from LARSA 4D and FB-Multipier. Only reactions in the 2D plane parallel to the transverse axis of the bridge were used in the STM analysis. The vertical reaction at the bottom node was taken equal to the axial load in the shaft. The horizontal reactions applied to the top and bottom chords of the STM truss were calculated using, d MP Rxn uu  2 Assume that the effective depth “d” is equal to 13.5 ft for all models. For the tension load model assume the diagonal struts act at a 47.7 degree angle from horizontal. For the compression load models assume the diagonal strut acts an angle of 65.0 degrees from horizontal. For 1000yr event, use a resistance factor of 1.0. For all other load cases use resistance factors per 5.5.4.2. Critical Tension Load Model There are two critical loads conditions for the cap when the shaft is in tension. The first case is critical for the compression strut and tension in the bottom of the cap. The second is critical for tension in the top of the cap. The loads as well as the results of the STM are shown below. Case 1 (EnvRSA_1000YR_HalfScour_Rev7.0_LC6): Pu = 2817 kips (tension) Vu = 2000 kips (tension) Mu = 55464 kip-ft (compression in top) SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations Assume node points are equal in size to the equivalent rectangular section based on a 10’ diameter shaft. 286.8 ftbe  For vertical ties provide headed bars at the interior of the cap equal to 2 2 2 598.0 )'86.8)(60( 2817 ft in ksi kips As  Provide #10 headed bars on a 1’-0” x 2’-0” grid. For top horizontal tie try (14) sets of double #14 bars grade 75 ksi minimum      210847257525.214*20.1 2  kipsksiinPn ∴ Okay Provide (14) sets of double #14 bars within width of pier wall. For bottom horizontal tie try (18) #18 bars grade 75 ksi minimum. Additionally, include (6) #7 bars and (2) #8 bars located within the effective area of the tension tie. Assume these bars are 60 ksi and use an effective area of 60/75.              5108571175 75 60 79.02 75 60 6.060.4180.1 222                  kipsksiinininPn ∴ Okay SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations Provide (18) #18 bars within width of pier wall spaced @ 9” c.c. minimum. Check the diagonal struts. The critical tensile strain is from the vertical tension tie is,    00195.02900085.49 )2817( 2  ksiin s The critical tensile strain is from the horizontal tension tie is,    00172.02900014.76 )51082500( 2 1 2    ksiin s   0052.0cot002.0 21   ss ksi f f ccu 37.2 1708.0 ' 1     Top,   268cos67.1sin86.886.8 ftftAcu   Bottom,   27.52cos27.4sin86.859.5 ftftAcu     3839179860.1  kipsfAP cucun ∴ Okay Check the nodes. The bottom middle node is the critical node and is a CTT node.   ccn AfP '65.0        5108893727.4*59.540.165.0  kipsftftksiPn ∴ Okay Case 2 (EnvRSA_1000YR_NoScour_Rev7.0_LC6): Pu = 2542 kips (tension) Vu = 2557 kips (tension) Mu = 43865 kip-ft (compression in top) SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations Per previous calculations, STM has sufficient capacity. Per AASHTO Section 5.6.3.6 provide crack control reinforcement equivalent to, 003.0 sb A w For a cap width of 20 ft and assuming a spacing of 12”, ft in A 2 64.8 For the vertical reinforcement there are #8 stirrups spaced at 6”, #9 and # 10 vertical headed bars. Assume (12) headed bars per plane and assume 18” maximum spacing.             2222 51.111 24 12 427.1 24 12 1079.0 6 12 2 inin in in in in in in in in Av                 For the horizontal reinforcement there are #11 bars at each face spaced at 8” and assume (7) #7 horizontal bars through the shaft joints. SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations         222 88.86.0 12 12 756.1 8 12 2 inin in in in in in Ah            Critical Compression Load Models There are three critical loads conditions for the cap when the shaft is in compression. The first case is critical for the diagonal compression strut. The second is critical for compression in the top of the cap. The third is critical for tension in the bottom of the cap. The loads as well as the results of the STM are shown below. Case 1 (EnvRSA_1000YR_HalfScour_Rev7.0_LC7): Pu = 15530 kips (compression) Vu = 3082 kips (compression) Mu = 82045 kip-ft (compression in bottom) Assume the top horizontal strut depth is 20” and the transverse node length is 60” for the top right node. Check the horizontal strut.       kipskipsftinksiPn 322981600.1020485.00.1  ∴ Okay SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations Check the diagonal struts. The critical tensile strain is from the tension tie.    00007.02900014.76 147 2  ksiin kips s ksif f f c c cu 4.3'85.0, 1708.0 ' min 1             297.54cos27.4sin86.859.5 ftftAcu     kipskipsfAP cucun 17363269160.1  ∴ Okay Check the nodes. The bottom node is the critical node and is a CCT node.   ccn AfP '75.0        155302139686.8*59.540.175.0  kipsftftksiPn ∴ Okay Case 2 (EnvRSA_1000YR_NoScour_Rev7.0_LC3): Pu = 10389 kips (compression) Vu = 1314 kips (compression) Mu = 20816 kip-ft (compression in bottom) Forces in strut, ties and nodes are within the limits of previous calculations. SMJ Project: Sellwood Bridge 1-27-2012 Item: Bent 3 Sample Calcuations Case 3 (EnvRSA_500YR_HalfScour_Rev7.0_LC7): Pu = 553 kips (compression) Vu = 1783 kips (tension) Mu = 48344 kip-ft (compression in top) Check the horizontal tie.     kipskipsinksiPn 4748514014.76759.0 2  ∴ Okay Check the diagonal struts. The critical tensile strain is from the vertical tension tie.    00215.02900014.76 4748 2  ksiin kips s   0031.0cot002.0 21   ss ksif f f c c cu 03.3'85.0, 1708.0 ' min 1             297.54cos27.4sin86.859.5 ftftAcu     kipskipsfAP cucun 618167917.0  ∴ Okay Bent 2 & 3 Footings Bent 2 & 3 Footing – Design Xtract SMJ Project: Sellwood Bridge 8-11-2011 Item: Bent 2 Sample Calcuations XTRACT Sectional Analysis XTRACT software package was used to determine the stress in the reinforcement steel under service load conditions as well as verifying strain levels in the reinforcement and confined concrete for seismic loading conditions. XTRACT input is provided below. For each load condition the maximum moment/axial force was determine for each load case for both negative and positive bending effects. For service loads, conservatively neglect axial loads. Service Loads The maximum stress in the reinforcement is 10.04 ksi and 3.35 ksi for positive and negative bending respectively. Per 5.7.3.4, c ssc c d f s 2 700     c c c dh d   7.0 1 h = 192 in dc = 6 in + 1 in + (0.5)2.257 in = 8.13 in Assume c is equal to 1.00 for Class 1 exposure condition. Maximum spacing is 49.3 in and 180.3 in for negative and positive bending respectively. Therefore, reinforcement spacing is acceptable. Seismic Loads The maximum strain in the confined concrete and reinforcement is provided in the following table Load Case Maximum Concrete Strain Maximum Steel Strain 500 yr Positive Bending 0.180E-3 1.054E-3 500 yr Negative Bending 0.292E-3 0.977E-3 1000 yr Positive Bending 0.199E-3 1.172E-3 1000 yr Negative Bending 0.344E-3 1.149E-3 Strain levels are within design limits. Therefore, section is adequate. SMJ Project: Sellwood Bridge 4-27-2012 Item: Bent 2 & 3 Footings XTRACT Model The following cross section and text input show the XTRACT cross section used to evaluate the footings at Bent 2 and 3. Figure 1. XTRACT Cross Section - Bent 2&3 Footing Bent 3 Footing.xpj # Project file generated by XTRACT # Created by: SMJ # WARNING: When this file is read into XTRACT, data consistency checks are NOT performed. If inappropriate # input data is read into the software, unexpected results may ensue. Before modifying this file, it is advised to # save a back up copy. The order of the file in not important, nor is the spacing. The file must contain Global # data as described below. Note that if this file is saved outside XTRACT, the associated output file will be # automatically deleted when the file is opened. # Define the global parameters for the file separated by Begin_Global and End_Global # Version, Units and Name are required. Begin_Global NAME = Bent Cap VER = 3.08 UNITS = kip-in HAS_ANALYZED = True # Optional parameters Author = SMJ Company = T.Y. Lin International Job_Name = Sellwood Description = Bent 3 Cap Beam Time_Stamp = 5/18/2012 8:18:34 AM End_Global #--------------------------------------- # Begin material definition with Begin_Material and end with End_Material Begin_Material NAME = Confined TYPE = Confined Concrete Fc = 4.000 ey = 0.003529 ecu = 0.004 Fl = 6.521 Ec = 4031 End_Material #--------------------------------------- Begin_Material NAME = Unconfined TYPE = Unconfined Concrete Fc = 4.000 ey = 0.0014 ecu = 0.004 esp = 0.006 ef = 1 Ec = 4031 End_Material #--------------------------------------- Begin_Material NAME = Mild_Steel TYPE = Strain Hardening Steel Fy = 68.00 Fu = 95.00 esh = 0.0115 esu = 0.06 Es = 29.00E+3 End_Material #--------------------------------------- Begin_Material NAME = Prestress TYPE = Prestressing Steel Fy = 243.0 Fu = 270.0 ep = 0.04 esu = 0.035 Es = 28.50E+3 End_Material #--------------------------------------- # Begin Section Definitions. Between the Begin and End Section commands, the section shapes and # loadings are defined. If this is copied to a stand alone (.sec) file, then the section Page 1 Bent 3 Footing.xpj # materials also need to be defined. # Begin section definition. Begin_Section Begin_Builder NAME = Bent_2_Cap # Builder properties - boundary window - if left out, the default is used. Boundary_Bottom = -23.00 Boundary_Left = -28.80 Boundary_Right = 288.0 Boundary_Top = 230.0 Min_Triangle_Area = .1000 Max_Number_of_Fibers = 20000 # Current drawing window properties - if left out, the default is used. Window_Left = 97.27 Window_Bottom = 19.20 Window_Height = 230.4 End_Builder #--------------------------------------- # Section comments or design log - optional Begin_UserComments NAME = Bent_2_Cap Boundary_Bottom = -23 Boundary_Left = -28.8 Boundary_Right = 288 Boundary_Top = 230 Min_Triangle_Area = 0.1 Max_Number_of_Fibers = 20000 Window_Left = 28.8 Window_Bottom = 23 Window_Height = 253 End_UserComments #--------------------------------------- # Shapes and meshes - for shapes within shapes, list outermost shape first. Shape boundaries may not cross. # Points are listed in X Y coordinates separated by a comma preceded by the mode of drawing. # The last point in the sequence of any shape must be the same as the first point to close the shape properly. # Repeat shape Start_Shape - End_Shape command group as needed. Before editing the shape definitions, make sure # the data results in reasonable shapes (ie No lines cross, if a shape is embedded in another shape - # confined within unconfined - the outer shape must be defined first). If the mesh size is defined too # small, an error will be thrown. To allow for smaller mesh sizes, modify the Max_Number_of_Fibers # parameter in the section definition. # Section Shapes Begin_Shape MATERIAL = Unconfined MESH = 5.000 Begin_Line 0, 192.0 0, 0 240.0, 0 240.0, 192.0 0, 192.0 End_Line End_Shape #--------------------------------------- Begin_Shape MATERIAL = Confined MESH = 5.000 Begin_Line 6.000, 186.0 6.000, 3.000 234.0, 3.000 234.0, 186.0 6.000, 186.0 End_Line End_Shape #--------------------------------------- # Reinforcing bars. Data is given comma separated in the form X, Y, Area, Prestress, Material. Page 2 Bent 3 Footing.xpj Begin_Rebar 10.10, 184.0, 2.250, 0, Mild_Steel 18.00, 184.0, 2.250, 0, Mild_Steel 25.90, 184.0, 2.250, 0, Mild_Steel 33.80, 184.0, 2.250, 0, Mild_Steel 41.70, 184.0, 2.250, 0, Mild_Steel 49.60, 184.0, 2.250, 0, Mild_Steel 60.00, 184.0, 2.250, 0, Mild_Steel 71.00, 184.0, 2.250, 0, Mild_Steel 79.50, 184.0, 2.250, 0, Mild_Steel 87.70, 184.0, 2.250, 0, Mild_Steel 98.10, 184.0, 2.250, 0, Mild_Steel 106.2, 184.0, 2.250, 0, Mild_Steel 115.7, 184.0, 2.250, 0, Mild_Steel 124.3, 184.0, 2.250, 0, Mild_Steel 133.8, 184.0, 2.250, 0, Mild_Steel 142.3, 184.0, 2.250, 0, Mild_Steel 152.3, 184.0, 2.250, 0, Mild_Steel 160.5, 184.0, 2.250, 0, Mild_Steel 168.9, 184.0, 2.250, 0, Mild_Steel 180.0, 184.0, 2.250, 0, Mild_Steel 190.4, 184.0, 2.250, 0, Mild_Steel 198.3, 184.0, 2.250, 0, Mild_Steel 206.2, 184.0, 2.250, 0, Mild_Steel 214.1, 184.0, 2.250, 0, Mild_Steel 222.0, 184.0, 2.250, 0, Mild_Steel 229.9, 184.0, 2.250, 0, Mild_Steel 10.10, 181.0, 2.250, 0, Mild_Steel 18.00, 181.0, 2.250, 0, Mild_Steel 25.90, 181.0, 2.250, 0, Mild_Steel 33.80, 181.0, 2.250, 0, Mild_Steel 41.70, 181.0, 2.250, 0, Mild_Steel 49.60, 181.0, 2.250, 0, Mild_Steel 60.00, 181.0, 2.250, 0, Mild_Steel 71.00, 181.0, 2.250, 0, Mild_Steel 79.50, 181.0, 2.250, 0, Mild_Steel 87.70, 181.0, 2.250, 0, Mild_Steel 98.10, 181.0, 2.250, 0, Mild_Steel 106.2, 181.0, 2.250, 0, Mild_Steel 115.7, 181.0, 2.250, 0, Mild_Steel 124.3, 181.0, 2.250, 0, Mild_Steel 133.8, 181.0, 2.250, 0, Mild_Steel 142.3, 181.0, 2.250, 0, Mild_Steel 152.3, 181.0, 2.250, 0, Mild_Steel 160.5, 181.0, 2.250, 0, Mild_Steel 168.9, 181.0, 2.250, 0, Mild_Steel 180.0, 181.0, 2.250, 0, Mild_Steel 190.4, 181.0, 2.250, 0, Mild_Steel 198.3, 181.0, 2.250, 0, Mild_Steel 206.2, 181.0, 2.250, 0, Mild_Steel 214.1, 181.0, 2.250, 0, Mild_Steel 222.0, 181.0, 2.250, 0, Mild_Steel 229.9, 181.0, 2.250, 0, Mild_Steel 7.900, 176.0, 1.560, 0, Mild_Steel 232.1, 176.0, 1.560, 0, Mild_Steel 7.900, 168.0, 1.560, 0, Mild_Steel 232.1, 168.0, 1.560, 0, Mild_Steel 7.900, 160.0, 1.560, 0, Mild_Steel 232.1, 160.0, 1.560, 0, Mild_Steel 7.900, 152.0, 1.560, 0, Mild_Steel 232.1, 152.0, 1.560, 0, Mild_Steel 7.900, 144.0, 1.560, 0, Mild_Steel 232.1, 144.0, 1.560, 0, Mild_Steel 7.900, 136.0, 1.560, 0, Mild_Steel 232.1, 136.0, 1.560, 0, Mild_Steel 7.900, 128.0, 1.560, 0, Mild_Steel 232.1, 128.0, 1.560, 0, Mild_Steel 7.900, 120.0, 1.560, 0, Mild_Steel 232.1, 120.0, 1.560, 0, Mild_Steel 7.900, 112.0, 1.560, 0, Mild_Steel 232.1, 112.0, 1.560, 0, Mild_Steel 7.900, 104.0, 1.560, 0, Mild_Steel 232.1, 104.0, 1.560, 0, Mild_Steel 7.900, 96.00, 1.560, 0, Mild_Steel 232.1, 96.00, 1.560, 0, Mild_Steel 7.900, 88.00, 1.560, 0, Mild_Steel 232.1, 88.00, 1.560, 0, Mild_Steel 7.900, 80.00, 1.560, 0, Mild_Steel 232.1, 80.00, 1.560, 0, Mild_Steel Page 3 Bent 3 Footing.xpj 7.900, 72.00, 1.560, 0, Mild_Steel 232.1, 72.00, 1.560, 0, Mild_Steel 7.900, 64.00, 1.560, 0, Mild_Steel 232.1, 64.00, 1.560, 0, Mild_Steel 7.900, 56.00, 1.560, 0, Mild_Steel 232.1, 56.00, 1.560, 0, Mild_Steel 7.900, 48.00, 1.560, 0, Mild_Steel 232.1, 48.00, 1.560, 0, Mild_Steel 7.900, 40.00, 1.560, 0, Mild_Steel 232.1, 40.00, 1.560, 0, Mild_Steel 7.900, 32.00, 1.560, 0, Mild_Steel 232.1, 32.00, 1.560, 0, Mild_Steel 7.900, 24.00, 1.560, 0, Mild_Steel 232.1, 24.00, 1.560, 0, Mild_Steel 7.900, 16.00, 1.560, 0, Mild_Steel 232.1, 16.00, 1.560, 0, Mild_Steel 98.90, 37.70, 4.000, 0, Mild_Steel 120.0, 37.70, 4.000, 0, Mild_Steel 138.9, 37.70, 4.000, 0, Mild_Steel 98.90, 25.70, 4.000, 0, Mild_Steel 109.5, 25.70, 4.000, 0, Mild_Steel 120.0, 25.70, 4.000, 0, Mild_Steel 130.0, 25.70, 4.000, 0, Mild_Steel 138.9, 25.70, 4.000, 0, Mild_Steel 98.90, 17.80, 4.000, 0, Mild_Steel 109.5, 17.80, 4.000, 0, Mild_Steel 120.0, 17.80, 4.000, 0, Mild_Steel 130.0, 17.80, 4.000, 0, Mild_Steel 138.9, 17.80, 4.000, 0, Mild_Steel 98.90, 8.300, 4.000, 0, Mild_Steel 109.5, 8.300, 4.000, 0, Mild_Steel 120.0, 8.300, 4.000, 0, Mild_Steel 130.0, 8.300, 4.000, 0, Mild_Steel 138.9, 8.300, 4.000, 0, Mild_Steel 10.10, 11.00, 2.250, 0, Mild_Steel 18.00, 11.00, 2.250, 0, Mild_Steel 25.90, 11.00, 2.250, 0, Mild_Steel 33.80, 11.00, 2.250, 0, Mild_Steel 41.70, 11.00, 2.250, 0, Mild_Steel 49.60, 11.00, 2.250, 0, Mild_Steel 190.4, 11.00, 2.250, 0, Mild_Steel 198.3, 11.00, 2.250, 0, Mild_Steel 206.2, 11.00, 2.250, 0, Mild_Steel 214.1, 11.00, 2.250, 0, Mild_Steel 222.0, 11.00, 2.250, 0, Mild_Steel 229.9, 11.00, 2.250, 0, Mild_Steel 10.10, 8.000, 2.250, 0, Mild_Steel 18.00, 8.000, 2.250, 0, Mild_Steel 25.90, 8.000, 2.250, 0, Mild_Steel 33.80, 8.000, 2.250, 0, Mild_Steel 41.70, 8.000, 2.250, 0, Mild_Steel 49.60, 8.000, 2.250, 0, Mild_Steel 190.4, 8.000, 2.250, 0, Mild_Steel 198.3, 8.000, 2.250, 0, Mild_Steel 206.2, 8.000, 2.250, 0, Mild_Steel 214.1, 8.000, 2.250, 0, Mild_Steel 222.0, 8.000, 2.250, 0, Mild_Steel 229.9, 8.000, 2.250, 0, Mild_Steel 60.00, 7.700, .7900, 0, Mild_Steel 71.00, 7.700, .7900, 0, Mild_Steel 79.50, 7.700, .7900, 0, Mild_Steel 87.70, 7.700, .7900, 0, Mild_Steel 152.3, 7.700, .7900, 0, Mild_Steel 160.5, 7.700, .7900, 0, Mild_Steel 168.9, 7.700, .7900, 0, Mild_Steel 180.0, 7.700, .7900, 0, Mild_Steel End_Rebar #--------------------------------------- # Define the loading data, choose Moment Curvature, Capacity Orbit, or PM Interaction for loading type. # Required data not defined here is taken from default values. Begin_Loading NAME = PM1 TYPE = PM Interaction N_PM_Points = 20 Generate_Code_PM_Diagram = True Page 4 Bent 3 Footing.xpj Angle_of_Loading = 0 Axial0 = 0 Axial1 = 0.1 Axial_Cap = 1 AxialR0 = 0.9 AxialR1 = 0.7 Moment0 = 0.9 Moment1 = 0.7 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Confined, -0.002, 1 Unconfined, -0.003, 1 Mild_Steel, -0.05, 0.05 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = Serv_Max TYPE = Moment Curvature # Constant loads applied at first step - negative is read as compression. ConstAxial = -80.50 ConstMxx = -247.8E+3 # Incrementing load parameters - Positive increments in a positive direction. IncMxx = -1.000 Use_Best_Fit = False # Include Plastic Hinge length. Calc_Moment_Rot = False # Analysis Parameters. Method = BiSection N_Steps_Before_Yield = 10 N_Steps_After_Yield = 3 Multiple_On_First_Yield = 2 BS_Tol = 1.0000 BS_Max_Itter = 200 End_Loading #--------------------------------------- Begin_Loading NAME = Serv_Min TYPE = Moment Curvature # Constant loads applied at first step - negative is read as compression. ConstAxial = 115.0 ConstMxx = 68.52E+3 # Incrementing load parameters - Positive increments in a positive direction. IncMxx = 1.0000 Use_Best_Fit = False # Include Plastic Hinge length. Calc_Moment_Rot = False # Analysis Parameters. Method = BiSection N_Steps_Before_Yield = 10 N_Steps_After_Yield = 3 Multiple_On_First_Yield = 2 BS_Tol = 1.0000 BS_Max_Itter = 200 Page 5 Bent 3 Footing.xpj End_Loading #--------------------------------------- Begin_Loading NAME = 500_Max TYPE = Moment Curvature # Constant loads applied at first step - negative is read as compression. ConstAxial = 1783 ConstMxx = -595.2E+3 # Incrementing load parameters - Positive increments in a positive direction. IncMxx = -1.000 Use_Best_Fit = False # Include Plastic Hinge length. Calc_Moment_Rot = False # Analysis Parameters. Method = BiSection N_Steps_Before_Yield = 10 N_Steps_After_Yield = 3 Multiple_On_First_Yield = 2 BS_Tol = 1.0000 BS_Max_Itter = 200 End_Loading #--------------------------------------- Begin_Loading NAME = 500_Min TYPE = Moment Curvature # Constant loads applied at first step - negative is read as compression. ConstAxial = -2667 ConstMxx = 857.1E+3 # Incrementing load parameters - Positive increments in a positive direction. IncMxx = 1.0000 Use_Best_Fit = False # Include Plastic Hinge length. Calc_Moment_Rot = False # Analysis Parameters. Method = BiSection N_Steps_Before_Yield = 10 N_Steps_After_Yield = 3 Multiple_On_First_Yield = 2 BS_Tol = 1.0000 BS_Max_Itter = 200 End_Loading #--------------------------------------- Begin_Loading NAME = 1000_Max TYPE = Moment Curvature # Constant loads applied at first step - negative is read as compression. ConstAxial = 2020 ConstMxx = -658.5E+3 # Incrementing load parameters - Positive increments in a positive direction. IncMxx = -1.000 Use_Best_Fit = False # Include Plastic Hinge length. Calc_Moment_Rot = False # Analysis Parameters. Method = BiSection N_Steps_Before_Yield = 10 Page 6 Bent 3 Footing.xpj N_Steps_After_Yield = 3 Multiple_On_First_Yield = 2 BS_Tol = 1.0000 BS_Max_Itter = 200 End_Loading #--------------------------------------- Begin_Loading NAME = 1000_Min TYPE = Moment Curvature # Constant loads applied at first step - negative is read as compression. ConstAxial = -3104 ConstMxx = 1.005E+6 # Incrementing load parameters - Positive increments in a positive direction. IncMxx = 1.0000 Use_Best_Fit = False # Include Plastic Hinge length. Calc_Moment_Rot = False # Analysis Parameters. Method = BiSection N_Steps_Before_Yield = 10 N_Steps_After_Yield = 3 Multiple_On_First_Yield = 2 BS_Tol = 1.0000 BS_Max_Itter = 200 End_Loading #--------------------------------------- End_Section #--------------------------------------- Page 7 Bent 2 & 3 Footings Bent 2 & 3 Footing – Design Joint Proportioning SMJ Project: Sellwood Bridge 4-27-2012 Item: Sample Calcuations Joint Proportioning Per AASHTO Guide Specification for LRFD Seismic,   ksiksifp cc 0.1425.025.0 '  ksiksifp ct 76.0438.038.0 '  2 2 22 jv hhvh t v ffff p              2 2 22 jv hhvh c v ffff p                230548215 inDftBlA shafteffacjv    22 5760020 inftBlA effacjh  Maximum pc: (SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5) The maximum shaft reactions, taking the self weight of the cap into account, for this load case are Pb = -3086 kips Pc = 15526 kips M = -82306 k-ft From combined axial and bending calculations the minimum distance between the tension and compression resultant is 93”. h M Tc  348.0 jv c jv A T v 27.0 jh c v A P f SMJ Project: Sellwood Bridge 4-27-2012 Item: Sample Calcuations Conservatively say 101.0 jv b h A P f 543.0cp 172.0tp Maximum pt: (SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8) The maximum shaft reactions, taking the self weight of the cap into account, for this load case are Pb = -2001 kips Pc = -2811 kips M = -55596 k-ft From combined axial and bending calculations the minimum distance between the tension and compression resultant is 93”. h M Tc  235.0 jv c jv A T v 0287.4  E A P f jh c v Conservatively say 0255.6  E A P f jv b h 78.1cp 292.0tp Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 4 6601 1072 0.115 0.000 2 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 2 7113 213 0.123 0.000 3 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 ‐3 6506 387 0.113 0.000 4 SWB_Bent2_1.0DC_NoScour_Rev4.14.out_LC1 ‐6 6952 ‐491 0.121 0.000 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐605 5839 ‐15214 0.119 0.038 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐646 8019 ‐16706 0.158 0.019 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐730 8694 ‐17939 0.171 0.020 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐812 10434 ‐20008 0.205 0.003 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐593 2898 ‐14960 0.076 0.045 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐647 4797 ‐16861 0.111 0.027 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐734 5776 ‐18216 0.128 0.028 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐819 7419 ‐20359 0.162 0.006 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐607 5811 ‐15405 0.119 0.038 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐645 8077 ‐16656 0.159 0.019 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐730 8656 ‐17817 0.170 0.020 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐812 10443 ‐19781 0.205 0.003 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐605 2857 ‐15526 0.076 0.047 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐648 4860 ‐17032 0.112 0.028 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐730 5747 ‐18082 0.127 0.028 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐812 7426 ‐20085 0.161 0.006 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1762 43 ‐46535 0.127 0.184 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1989 5611 ‐54844 0.235 0.137 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐2254 9432 ‐59236 0.292 0.129 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐2584 13939 ‐66591 0.395 0.068 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1750 ‐963 ‐45779 0.114 0.188 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1986 4523 ‐54279 0.221 0.143 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐2256 8415 ‐58873 0.279 0.133 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐2592 12877 ‐66463 0.383 0.074 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐1763 ‐22 ‐46595 0.126 0.184 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐1991 5699 ‐55132 0.237 0.138 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐2258 9422 ‐59523 0.293 0.130 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐2578 13926 ‐66410 0.394 0.068 1 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐1753 ‐1064 ‐45820 0.113 0.189 2 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐1986 4661 ‐54468 0.223 0.142 3 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐2259 8416 ‐59136 0.280 0.134 4 SWB_Bent2_1000YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐2588 12840 ‐66319 0.382 0.074 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐538 6203 ‐13584 0.122 0.032 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐575 8024 ‐14956 0.155 0.015 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐652 8285 ‐16071 0.161 0.017 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC1 ‐725 9723 ‐18000 0.190 0.003 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐535 3610 ‐13560 0.082 0.037 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐576 5218 ‐15192 0.113 0.022 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐653 5742 ‐16290 0.123 0.023 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC2 ‐728 7072 ‐18283 0.151 0.004 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐541 6172 ‐13718 0.122 0.032 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐574 8075 ‐14966 0.156 0.015 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐652 8267 ‐16009 0.161 0.017 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC3 ‐725 9721 ‐17884 0.189 0.003 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐541 3579 ‐13914 0.083 0.038 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐577 5268 ‐15264 0.113 0.022 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐651 5719 ‐16194 0.122 0.023 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC4 ‐724 7076 ‐18093 0.151 0.004 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1554 1878 ‐40890 0.131 0.149 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1734 6141 ‐47150 0.217 0.110 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐1971 8661 ‐50736 0.257 0.107 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC5 ‐2263 12056 ‐57053 0.340 0.057 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1547 1029 ‐40255 0.120 0.153 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1731 5179 ‐46681 0.204 0.114 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐1971 7785 ‐50379 0.246 0.111 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC6 ‐2268 11147 ‐56899 0.329 0.062 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐1552 1894 ‐40917 0.131 0.149 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐1741 6111 ‐47663 0.218 0.112 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐1973 8648 ‐50947 0.258 0.108 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC7 ‐2258 12084 ‐56887 0.340 0.056 1 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐1545 1029 ‐40234 0.120 0.152 2 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐1736 5174 ‐47095 0.205 0.116 3 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐1975 7770 ‐50657 0.246 0.112 4 SWB_Bent2_500YR_HalfScour_EnvRSA_Rev7.0.out_LC8 ‐2265 11167 ‐56775 0.329 0.061 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐947 5792 ‐14148 0.115 0.046 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1047 8001 ‐16546 0.158 0.019 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1202 8615 ‐18701 0.171 0.022 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1398 10415 ‐21770 0.211 0.015 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐943 2924 ‐13809 0.071 0.051 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1044 4894 ‐16052 0.110 0.025 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1201 5752 ‐18180 0.128 0.028 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1403 7437 ‐21323 0.169 0.006 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐967 5722 ‐15868 0.117 0.050 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1050 8034 ‐17524 0.160 0.021 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1200 8621 ‐19434 0.173 0.023 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1380 10445 ‐21900 0.212 0.014 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐960 2848 ‐15474 0.074 0.056 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1052 4903 ‐17523 0.114 0.029 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1199 5768 ‐19369 0.131 0.031 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1386 7486 ‐22035 0.171 0.004 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐2837 126 ‐46819 0.115 0.206 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐3199 5591 ‐55478 0.237 0.139 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐3664 9424 ‐62853 0.303 0.140 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐4262 13919 ‐71017 0.429 0.047 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2823 ‐908 ‐46038 0.101 0.210 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐3196 4487 ‐54856 0.223 0.145 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐3668 8365 ‐62417 0.289 0.144 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐4272 12830 ‐70771 0.417 0.054 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐2837 33 ‐47043 0.115 0.207 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐3205 5677 ‐56345 0.240 0.142 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐3668 9447 ‐63534 0.306 0.142 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐4256 13903 ‐71295 0.429 0.049 1 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐2822 ‐1015 ‐46135 0.101 0.211 2 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐3200 4585 ‐55576 0.226 0.146 3 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐3672 8408 ‐63087 0.292 0.146 4 SWB_Bent2_1000YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐4269 12795 ‐71172 0.418 0.056 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐867 6080 ‐13557 0.119 0.042 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐951 7966 ‐15526 0.155 0.017 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1090 8235 ‐17398 0.163 0.020 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1261 9733 ‐19957 0.196 0.014 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐862 3605 ‐13080 0.080 0.045 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐951 5271 ‐15263 0.114 0.022 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1089 5770 ‐17070 0.125 0.025 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1266 7167 ‐19871 0.160 0.006 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐881 6025 ‐14651 0.120 0.044 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐952 8007 ‐16055 0.157 0.018 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1088 8238 ‐17772 0.164 0.021 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1250 9744 ‐20021 0.197 0.013 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐881 3526 ‐14869 0.083 0.050 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐955 5302 ‐16413 0.117 0.025 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1087 5783 ‐18036 0.128 0.027 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1249 7202 ‐20309 0.162 0.004 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐2626 1687 ‐43451 0.125 0.182 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐2937 6044 ‐50513 0.226 0.121 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐3348 8760 ‐56497 0.276 0.124 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐3900 12292 ‐63829 0.384 0.043 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2618 810 ‐42713 0.113 0.184 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2933 5045 ‐49938 0.213 0.125 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐3350 7846 ‐56104 0.264 0.128 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐3907 11348 ‐63567 0.373 0.048 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐2625 1648 ‐43883 0.126 0.183 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐2943 6057 ‐51351 0.229 0.124 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐3351 8770 ‐57080 0.278 0.126 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐3896 12307 ‐64079 0.385 0.044 1 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐2617 756 ‐43054 0.113 0.186 2 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐2938 5081 ‐50692 0.216 0.128 3 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐3353 7861 ‐56667 0.266 0.129 4 SWB_Bent2_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐3905 11351 ‐63886 0.374 0.050 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 ‐21 8589 703 0.149 0.001 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 ‐24 9307 ‐401 0.162 0.000 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 ‐32 8573 ‐233 0.149 0.000 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC1 ‐39 9197 ‐1384 0.160 0.001 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 2 6212 886 0.108 0.000 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 1 6696 112 0.116 0.000 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 ‐3 6109 267 0.106 0.000 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC2 ‐5 6525 ‐522 0.113 0.000 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 ‐586 6573 ‐12380 0.125 0.031 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 ‐627 8709 ‐13923 0.164 0.013 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 ‐717 9261 ‐14943 0.174 0.014 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC3 ‐800 11066 ‐17062 0.209 0.009 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 751 8156 16521 0.163 0.003 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 664 7248 14518 0.142 0.016 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 617 5362 14054 0.112 0.019 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC4 576 4544 12636 0.094 0.034 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 1 1511 688 0.026 0.000 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 1 1620 ‐51 0.028 0.000 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 0 1371 216 0.024 0.000 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC5 0 1572 ‐524 0.027 0.000 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 3 8810 1248 0.153 0.000 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 1 9497 168 0.165 0.000 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 ‐4 8685 383 0.151 0.000 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC6 ‐7 9275 ‐717 0.161 0.000 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 727 8856 15746 0.172 0.006 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 643 7483 13821 0.144 0.014 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 598 5148 13380 0.107 0.018 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC7 558 3908 11988 0.083 0.033 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 ‐569 5923 ‐11731 0.114 0.030 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 ‐609 8556 ‐13260 0.160 0.012 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 ‐695 9553 ‐14206 0.178 0.012 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC8 ‐771 11749 ‐16202 0.219 0.011 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 3 8701 1245 0.151 0.000 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 2 9360 165 0.162 0.000 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 ‐3 8567 389 0.149 0.000 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC9 ‐6 9139 ‐708 0.159 0.000 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 1 1511 688 0.026 0.000 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 1 1620 ‐51 0.028 0.000 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 0 1371 216 0.024 0.000 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC10 0 1572 ‐524 0.027 0.000 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 686 8538 14980 0.165 0.006 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 607 7384 13099 0.141 0.013 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 564 5260 12676 0.107 0.016 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC11 527 4220 11321 0.087 0.030 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 ‐540 6167 ‐11061 0.117 0.027 2 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 ‐577 8600 ‐12572 0.160 0.011 3 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 ‐659 9421 ‐13477 0.175 0.011 4 SWB_Bent2_EE2_HalfScour_Rev5.0.out_LC12 ‐732 11460 ‐15439 0.213 0.010 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 ‐19 8592 971 0.149 0.001 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 ‐24 9290 ‐136 0.161 0.000 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 ‐33 8573 47 0.149 0.000 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC1 ‐42 9178 ‐1104 0.159 0.001 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 3 6206 962 0.108 0.000 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 1 6680 186 0.116 0.000 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 ‐4 6107 335 0.106 0.000 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC2 ‐7 6513 ‐459 0.113 0.000 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 ‐583 6698 ‐7940 0.121 0.024 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 ‐633 8727 ‐9473 0.158 0.006 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 ‐725 9214 ‐10228 0.167 0.007 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC3 ‐837 10939 ‐12320 0.199 0.018 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 794 8035 12316 0.152 0.013 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 685 7201 10402 0.134 0.009 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 611 5402 9866 0.104 0.010 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC4 563 4645 8562 0.088 0.026 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 4 8806 1354 0.153 0.000 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 2 9475 268 0.165 0.000 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 ‐5 8688 480 0.151 0.000 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC6 ‐10 9261 ‐627 0.161 0.000 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 771 8738 11646 0.162 0.015 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 664 7436 9771 0.137 0.007 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 591 5188 9245 0.099 0.009 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC7 544 4008 7969 0.077 0.025 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 ‐564 6050 ‐7332 0.110 0.023 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 ‐614 8569 ‐8857 0.154 0.005 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 ‐703 9499 ‐9570 0.171 0.006 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC8 ‐810 11627 ‐11601 0.210 0.019 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 4 8667 1339 0.151 0.000 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 2 9307 250 0.162 0.000 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 ‐4 8537 475 0.148 0.000 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC9 ‐9 9091 ‐629 0.158 0.000 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 ‐21 6118 590 0.106 0.001 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 ‐24 6644 ‐208 0.115 0.000 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 ‐32 6122 ‐97 0.106 0.000 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC10 ‐40 6573 ‐937 0.114 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 724 10930 11247 0.198 0.016 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 625 10021 9203 0.179 0.005 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 560 7764 8947 0.141 0.006 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC11 516 6927 7422 0.124 0.021 1 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 ‐533 3773 ‐7294 0.072 0.024 2 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 ‐582 5922 ‐8588 0.110 0.007 3 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 ‐667 6905 ‐9380 0.127 0.007 4 SWB_Bent2_EE2_NoScour_Rev5.0.out_LC12 ‐773 8745 ‐11227 0.162 0.015 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 49 7287 2350 0.127 0.001 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 44 7688 1410 0.134 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 40 6819 1546 0.119 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC1 37 7159 650 0.124 0.001 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 ‐65 6644 ‐1267 0.115 0.002 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 ‐70 7527 ‐2203 0.131 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 ‐84 7098 ‐2165 0.124 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC2 ‐93 7856 ‐3210 0.137 0.002 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 ‐81 6366 ‐1767 0.111 0.003 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 ‐87 7374 ‐2720 0.129 0.001 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 ‐103 7075 ‐2715 0.123 0.001 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC3 ‐114 7942 ‐3803 0.139 0.003 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 65 7436 2809 0.130 0.001 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 58 7688 1834 0.134 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 54 6688 1949 0.116 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC4 51 6901 1038 0.120 0.002 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 1 1676 754 0.029 0.000 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 1 1808 ‐67 0.031 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 0 1517 228 0.026 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC5 0 1749 ‐594 0.030 0.000 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 14 7323 1316 0.127 0.000 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 12 7899 447 0.137 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 9 7152 625 0.124 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC6 8 7639 ‐238 0.133 0.000 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 62 7706 2641 0.134 0.001 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 55 7805 1668 0.136 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 51 6654 1788 0.116 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC7 48 6731 883 0.117 0.002 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 ‐76 6229 ‐1554 0.108 0.003 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 ‐82 7400 ‐2501 0.129 0.001 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 ‐97 7239 ‐2494 0.126 0.001 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC8 ‐109 8245 ‐3577 0.144 0.003 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 30 6764 1791 0.118 0.001 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 27 7228 892 0.126 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 24 6476 1059 0.113 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC9 22 6880 184 0.119 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 1 1676 754 0.029 0.000 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 1 1808 ‐67 0.031 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 0 1517 228 0.026 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC10 0 1749 ‐594 0.030 0.000 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 ‐59 6594 ‐1051 0.115 0.002 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 ‐63 7473 ‐1979 0.130 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 ‐76 7048 ‐1926 0.123 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC11 ‐85 7803 ‐2955 0.136 0.002 1 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 36 7179 1963 0.125 0.001 2 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 32 7634 1050 0.133 0.000 3 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 29 6818 1204 0.118 0.000 4 SWB_Bent2_Serv1_FullScour_Rev5.0.out_LC12 27 7206 321 0.125 0.001 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 17 7178 1254 0.125 0.000 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 16 7610 400 0.132 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 13 6886 593 0.120 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC1 12 7254 ‐262 0.126 0.000 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 ‐42 6771 428 0.118 0.001 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 ‐48 7521 ‐476 0.131 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 ‐60 7071 ‐390 0.123 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC2 ‐72 7713 ‐1368 0.134 0.002 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 ‐82 6414 ‐159 0.111 0.003 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 ‐91 7351 ‐1098 0.128 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 ‐109 7088 ‐1078 0.123 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC3 ‐130 7894 ‐2139 0.137 0.004 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 73 7415 1997 0.129 0.002 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 63 7646 1027 0.133 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 53 6723 1137 0.117 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC4 48 6912 234 0.120 0.002 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 1 1678 784 0.029 0.000 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 1 1794 ‐36 0.031 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 0 1522 263 0.026 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC5 0 1742 ‐559 0.030 0.000 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 13 7316 1256 0.127 0.000 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 12 7856 400 0.136 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 8 7179 572 0.125 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC6 6 7634 ‐295 0.133 0.000 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 70 7675 1848 0.134 0.002 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 59 7757 877 0.135 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 49 6689 989 0.116 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC7 44 6747 91 0.117 0.001 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 ‐78 6281 15 0.109 0.003 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 ‐86 7375 ‐918 0.128 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 ‐104 7246 ‐893 0.126 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC8 ‐124 8184 ‐1952 0.142 0.004 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 13 7060 1222 0.123 0.000 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 12 7563 365 0.131 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 8 6906 550 0.120 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC9 6 7337 ‐316 0.127 0.000 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 1 1678 784 0.029 0.000 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 1 1794 ‐36 0.031 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 0 1522 263 0.026 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC10 0 1742 ‐559 0.030 0.000 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 ‐59 6631 161 0.115 0.002 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 ‐67 7441 ‐759 0.129 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 ‐81 7055 ‐700 0.123 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC11 ‐97 7750 ‐1713 0.135 0.003 1 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 40 7165 1601 0.125 0.001 2 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 34 7593 684 0.132 0.000 3 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 27 6851 825 0.119 0.000 4 SWB_Bent2_Serv1_NoScour_Rev5.0.out_LC12 24 7213 ‐60 0.125 0.001 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 3 8933 1197 0.155 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 1 9687 123 0.168 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 ‐2 8831 351 0.153 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC1 ‐4 9475 ‐738 0.165 0.000 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 ‐22 6437 67 0.112 0.001 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 ‐24 7053 ‐734 0.122 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 ‐31 6469 ‐623 0.112 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC2 ‐35 6991 ‐1467 0.122 0.001 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 ‐40 8534 ‐200 0.148 0.001 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 ‐44 9507 ‐1320 0.165 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 ‐54 8855 ‐1187 0.154 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC3 ‐61 9687 ‐2386 0.169 0.002 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 22 6636 1433 0.115 0.001 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 20 6977 627 0.121 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 17 6164 778 0.107 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC4 16 6451 ‐6 0.112 0.001 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 1 1508 680 0.026 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 0 1364 206 0.024 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC5 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 2 9351 1200 0.162 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 1 10166 123 0.177 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 ‐3 9287 339 0.161 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC6 ‐5 9972 ‐756 0.173 0.000 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 16 7110 1141 0.124 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 14 7180 336 0.125 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 11 6103 497 0.106 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC7 10 6154 ‐278 0.107 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 ‐32 8292 174 0.144 0.001 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 ‐35 9553 ‐937 0.166 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 ‐45 9145 ‐798 0.159 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC8 ‐51 10216 ‐1989 0.178 0.001 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 3 9012 1200 0.157 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 2 9772 126 0.170 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 ‐2 8914 352 0.155 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC9 ‐4 9561 ‐738 0.166 0.000 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 1 1508 680 0.026 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 0 1364 206 0.024 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC10 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 ‐32 6198 ‐245 0.108 0.001 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 ‐35 6912 ‐1056 0.120 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 ‐43 6434 ‐967 0.112 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC11 ‐48 7044 ‐1839 0.123 0.001 1 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 9 8920 1402 0.155 0.000 2 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 8 9648 337 0.168 0.000 3 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 5 8769 579 0.152 0.000 4 SWB_Bent2_Str1_FullScour_Rev5.0.out_LC12 4 9387 ‐493 0.163 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 3 8850 1192 0.154 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 2 9587 119 0.166 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 ‐2 8730 349 0.152 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC1 ‐4 9361 ‐739 0.163 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 ‐22 6326 58 0.110 0.001 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 ‐24 6929 ‐742 0.120 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 ‐31 6351 ‐629 0.110 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC2 ‐35 6865 ‐1472 0.119 0.001 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 ‐35 8646 ‐58 0.150 0.001 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 ‐38 9516 ‐1174 0.165 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 ‐48 8772 ‐1026 0.152 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC3 ‐54 9516 ‐2209 0.166 0.001 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 17 6466 1303 0.112 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 15 6876 509 0.119 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 13 6138 668 0.107 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC4 12 6488 ‐112 0.113 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 1 1508 680 0.026 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 0 1364 206 0.024 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC5 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 3 9180 1221 0.159 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 2 9950 148 0.173 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 ‐2 9060 371 0.157 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC6 ‐4 9711 ‐718 0.169 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 14 6730 1136 0.117 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 12 6980 343 0.121 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 10 6088 507 0.106 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC7 9 6297 ‐267 0.109 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 ‐27 8348 278 0.145 0.001 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 ‐30 9465 ‐827 0.164 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 ‐39 8944 ‐673 0.155 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC8 ‐45 9897 ‐1847 0.172 0.001 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 2 8344 1159 0.145 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 1 9041 89 0.157 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 ‐3 8219 328 0.143 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC9 ‐4 8826 ‐756 0.153 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 1 1508 680 0.026 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 0 1364 206 0.024 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC10 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 ‐29 6218 ‐170 0.108 0.001 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 ‐32 6885 ‐978 0.120 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 ‐39 6369 ‐881 0.111 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC11 ‐45 6939 ‐1745 0.121 0.001 1 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 8 8920 1364 0.155 0.000 2 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 7 9618 298 0.167 0.000 3 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 4 8717 540 0.151 0.000 4 SWB_Bent2_Str2_FullScour_Rev5.0.out_LC12 3 9312 ‐533 0.162 0.000 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 241 9959 8204 0.177 0.004 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 217 9593 6725 0.169 0.003 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 210 7763 6750 0.138 0.004 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC1 198 7434 5452 0.131 0.009 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 1 1508 680 0.026 0.000 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 0 1364 206 0.024 0.000 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC2 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 ‐212 6595 ‐5808 0.117 0.010 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 ‐226 8498 ‐7114 0.151 0.004 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 ‐261 8785 ‐7323 0.156 0.004 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC3 ‐285 10404 ‐8759 0.185 0.005 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 246 7482 8025 0.135 0.003 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 220 6818 6773 0.122 0.004 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 211 5148 6635 0.094 0.005 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC4 199 4569 5635 0.083 0.010 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 1 1508 680 0.026 0.000 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 0 1364 206 0.024 0.000 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC5 0 1574 ‐534 0.027 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 86 9059 3660 0.158 0.002 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 77 9408 2435 0.164 0.000 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 72 8222 2578 0.143 0.000 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC6 67 8522 1434 0.148 0.002 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 246 7482 8025 0.135 0.003 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 220 6818 6773 0.122 0.004 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 211 5148 6635 0.094 0.005 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC7 199 4569 5635 0.083 0.010 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 ‐212 6595 ‐5808 0.117 0.010 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 ‐226 8498 ‐7114 0.151 0.004 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 ‐261 8785 ‐7323 0.156 0.004 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC8 ‐285 10404 ‐8759 0.185 0.005 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 160 9498 5869 0.167 0.003 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 144 9536 4496 0.167 0.001 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 137 8066 4552 0.142 0.002 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC9 128 8096 3334 0.141 0.005 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 1 1508 680 0.026 0.000 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 0 1364 206 0.024 0.000 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC10 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 ‐148 4798 ‐4033 0.085 0.007 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 ‐158 6095 ‐4976 0.108 0.002 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 ‐183 6234 ‐5126 0.111 0.003 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC11 ‐203 7357 ‐6300 0.131 0.003 1 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 165 9522 5991 0.168 0.003 2 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 148 9460 4610 0.166 0.001 3 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 141 7914 4661 0.139 0.002 4 SWB_Bent2_Str3_FullScour_Rev5.0.out_LC12 133 7858 3440 0.137 0.005 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 2 9174 1291 0.159 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 1 9960 93 0.173 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 ‐3 9081 364 0.158 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC1 ‐5 9770 ‐851 0.170 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC2 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 ‐28 9050 269 0.157 0.001 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 ‐31 9919 ‐962 0.172 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 ‐40 9108 ‐759 0.158 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC3 ‐46 9868 ‐2049 0.172 0.001 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 11 9225 1580 0.160 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 11 9945 393 0.173 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 8 8992 684 0.156 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC4 7 9625 ‐505 0.167 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC5 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 4 9879 1368 0.172 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 3 10704 166 0.186 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 ‐1 9753 428 0.169 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC6 ‐3 10460 ‐788 0.182 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 7 9514 1386 0.165 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 6 10054 193 0.175 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 3 8934 482 0.155 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC7 2 9411 ‐710 0.163 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 ‐23 8766 534 0.152 0.001 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 ‐25 9857 ‐690 0.171 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 ‐34 9247 ‐482 0.161 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC8 ‐39 10193 ‐1767 0.177 0.001 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 2 9216 1299 0.160 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 1 10008 100 0.174 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 ‐3 9128 370 0.158 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC9 ‐5 9821 ‐845 0.171 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC10 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 ‐24 9070 421 0.157 0.001 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 ‐27 9949 ‐806 0.173 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 ‐35 9138 ‐595 0.159 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC11 ‐40 9904 ‐1875 0.172 0.001 1 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 7 9231 1432 0.160 0.000 2 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 6 9980 239 0.173 0.000 3 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 2 9060 520 0.157 0.000 4 SWB_Bent2_Str4A_FullScour_Rev5.0.out_LC12 1 9715 ‐682 0.169 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 3 10217 1401 0.177 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 2 11017 109 0.191 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 ‐2 10010 404 0.174 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC1 ‐4 10709 ‐897 0.186 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC2 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 ‐20 10121 637 0.176 0.001 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 ‐22 10989 ‐673 0.191 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 ‐30 10043 ‐436 0.174 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC3 ‐35 10799 ‐1791 0.188 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC4 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC5 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 4 10223 1428 0.178 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 3 11023 137 0.191 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 ‐2 10007 433 0.174 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC6 ‐3 10705 ‐866 0.186 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC7 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 ‐20 10121 637 0.176 0.001 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 ‐22 10989 ‐673 0.191 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 ‐30 10043 ‐436 0.174 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC8 ‐35 10799 ‐1791 0.188 0.001 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 3 10217 1401 0.177 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 2 11017 109 0.191 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 ‐2 10010 404 0.174 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC9 ‐4 10709 ‐897 0.186 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC10 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 1 1508 680 0.026 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 0 1364 206 0.024 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC11 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 3 10217 1401 0.177 0.000 2 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 2 11017 109 0.191 0.000 3 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 ‐2 10010 404 0.174 0.000 4 SWB_Bent2_Str4_FullScour_Rev5.0.out_LC12 ‐4 10709 ‐897 0.186 0.000 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 66 9227 3103 0.161 0.002 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 59 9701 1911 0.169 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 55 8600 2082 0.150 0.000 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC1 51 9006 954 0.156 0.002 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 ‐79 5894 ‐1806 0.103 0.003 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 ‐85 6802 ‐2673 0.119 0.001 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 ‐100 6508 ‐2683 0.114 0.001 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC2 ‐112 7285 ‐3678 0.128 0.002 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 ‐98 8041 ‐2097 0.140 0.004 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 ‐105 9301 ‐3285 0.162 0.001 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 ‐124 8924 ‐3276 0.156 0.001 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC3 ‐138 10002 ‐4618 0.175 0.003 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 86 6907 3340 0.121 0.002 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 77 7003 2406 0.122 0.001 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 73 5973 2473 0.104 0.001 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC4 68 6050 1626 0.105 0.002 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 1 1508 680 0.026 0.000 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 0 1364 206 0.024 0.000 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC5 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 20 9277 1726 0.161 0.000 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 17 9991 631 0.173 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 14 9046 851 0.157 0.000 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC6 13 9648 ‐231 0.168 0.000 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 81 7272 3114 0.127 0.002 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 73 7160 2182 0.125 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 68 5927 2256 0.103 0.001 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC7 64 5820 1416 0.101 0.002 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 ‐92 7854 ‐1812 0.137 0.003 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 ‐98 9337 ‐2991 0.163 0.001 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 ‐117 9149 ‐2978 0.159 0.001 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC8 ‐130 10408 ‐4305 0.182 0.003 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 42 8565 2366 0.149 0.001 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 37 9127 1230 0.159 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 34 8176 1436 0.142 0.000 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC9 31 8666 336 0.150 0.001 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 1 1508 680 0.026 0.000 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 1 1628 ‐59 0.028 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 0 1364 206 0.024 0.000 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC10 0 1574 ‐534 0.027 0.000 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 ‐70 5829 ‐1506 0.101 0.003 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 ‐76 6730 ‐2362 0.117 0.001 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 ‐89 6439 ‐2353 0.112 0.001 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC11 ‐100 7212 ‐3326 0.126 0.002 1 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 49 9082 2592 0.158 0.001 2 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 44 9631 1439 0.167 0.000 3 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 40 8598 1628 0.149 0.000 4 SWB_Bent2_Str5_FullScour_Rev5.0.out_LC12 37 9065 519 0.157 0.001 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 ‐20 8858 984 0.154 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 ‐24 9600 ‐122 0.167 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 ‐34 8900 52 0.155 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC1 ‐43 9539 ‐1098 0.166 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 2 6527 971 0.113 0.000 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 0 7036 191 0.122 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 ‐5 6447 330 0.112 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC2 ‐9 6876 ‐469 0.119 0.000 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 ‐40 8553 740 0.149 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 ‐46 9462 ‐381 0.164 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 ‐60 8894 ‐249 0.154 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC3 ‐73 9674 ‐1444 0.168 0.002 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 23 6647 1187 0.116 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 21 6948 400 0.121 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 16 6188 538 0.107 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC4 14 6438 ‐244 0.112 0.000 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 4 9357 1399 0.163 0.000 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 1 10109 310 0.176 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 ‐6 9323 505 0.162 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC6 ‐11 9955 ‐610 0.173 0.000 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 19 7101 962 0.123 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 15 7143 146 0.124 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 10 6129 282 0.106 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC7 8 6149 ‐496 0.107 0.000 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 ‐32 8321 1045 0.145 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 ‐37 9501 ‐68 0.165 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 ‐50 9169 73 0.159 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC8 ‐63 10180 ‐1122 0.177 0.002 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 4 8918 1348 0.155 0.000 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 1 9598 259 0.167 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 ‐5 8844 479 0.154 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC9 ‐10 9429 ‐630 0.164 0.000 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 ‐21 6423 598 0.112 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 ‐25 6972 ‐203 0.121 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 ‐33 6427 ‐100 0.112 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC10 ‐41 6891 ‐945 0.120 0.001 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 ‐31 8721 850 0.151 0.001 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 ‐36 9555 ‐264 0.166 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 ‐49 8911 ‐118 0.155 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC11 ‐60 9624 ‐1294 0.167 0.002 1 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 10 6420 1099 0.112 0.000 2 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 9 6920 327 0.120 0.000 3 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 4 6339 482 0.110 0.000 4 SWB_Bent2_Str1_NoScour_Rev5.0.out_LC12 2 6763 ‐302 0.117 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 ‐20 8774 980 0.152 0.001 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 ‐24 9503 ‐129 0.165 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 ‐34 8797 49 0.153 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC1 ‐43 9425 ‐1104 0.164 0.001 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 2 6418 960 0.112 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 0 6914 180 0.120 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 ‐5 6330 323 0.110 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC2 ‐9 6750 ‐476 0.117 0.000 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 ‐35 8661 769 0.150 0.001 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 ‐40 9465 ‐347 0.164 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 ‐53 8806 ‐205 0.153 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC3 ‐65 9496 ‐1386 0.165 0.002 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 16 6470 1131 0.112 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 15 6840 364 0.119 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 13 6155 534 0.107 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC4 12 6468 ‐232 0.112 0.000 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 5 9185 1392 0.160 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 2 9894 305 0.172 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 ‐5 9094 508 0.158 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC6 ‐9 9694 ‐603 0.168 0.000 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 13 6722 989 0.117 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 12 6942 217 0.121 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 9 6112 382 0.106 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC7 9 6292 ‐384 0.109 0.000 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 ‐27 8375 1041 0.145 0.001 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 ‐32 9415 ‐67 0.163 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 ‐44 8970 85 0.156 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC8 ‐55 9864 ‐1093 0.171 0.002 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 4 8839 1341 0.154 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 1 9504 250 0.165 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 ‐5 8740 473 0.152 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC9 ‐10 9314 ‐636 0.162 0.000 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 ‐21 6322 581 0.110 0.001 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 ‐25 6855 ‐220 0.119 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 ‐34 6311 ‐115 0.110 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC10 ‐41 6764 ‐958 0.118 0.001 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 ‐28 8739 866 0.152 0.001 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 ‐34 9527 ‐244 0.165 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 ‐45 8847 ‐92 0.154 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC11 ‐56 9522 ‐1261 0.165 0.002 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 9 6420 1067 0.112 0.000 2 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 8 6891 295 0.120 0.000 3 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 4 6289 450 0.109 0.000 4 SWB_Bent2_Str2_NoScour_Rev5.0.out_LC12 1 6688 ‐335 0.116 0.000 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 240 9750 4370 0.171 0.007 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 206 9480 2957 0.165 0.001 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 181 7871 3010 0.137 0.001 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC1 167 7623 1804 0.133 0.006 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 1 1510 707 0.026 0.000 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 0 1369 238 0.024 0.000 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC2 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 ‐216 6745 ‐1793 0.117 0.007 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 ‐236 8489 ‐3050 0.148 0.001 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 ‐274 8761 ‐3190 0.153 0.001 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC3 ‐319 10259 ‐4687 0.179 0.009 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 278 7352 4551 0.129 0.007 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 239 6749 3360 0.118 0.001 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 210 5214 3277 0.092 0.001 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC4 194 4676 2343 0.082 0.007 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 95 9013 2570 0.157 0.003 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 81 9342 1350 0.162 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 69 8271 1510 0.144 0.000 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC6 63 8554 377 0.149 0.002 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 278 7352 4551 0.129 0.007 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 239 6749 3360 0.118 0.001 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 210 5214 3277 0.092 0.001 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC7 194 4676 2343 0.082 0.007 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 ‐216 6745 ‐1793 0.117 0.007 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 ‐236 8489 ‐3050 0.148 0.001 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 ‐274 8761 ‐3190 0.153 0.001 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC8 ‐319 10259 ‐4687 0.179 0.009 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 96 9002 2523 0.157 0.003 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 82 9249 1307 0.161 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 70 8130 1460 0.141 0.000 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC9 63 8343 332 0.145 0.002 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 1 1510 707 0.026 0.000 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 0 1369 238 0.024 0.000 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC10 0 1568 ‐502 0.027 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 ‐149 7421 ‐864 0.129 0.005 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 ‐163 8774 ‐2061 0.153 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 ‐192 8681 ‐2095 0.151 0.000 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC11 ‐225 9850 ‐3483 0.172 0.007 1 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 184 6918 3348 0.121 0.005 2 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 158 6703 2300 0.117 0.000 3 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 138 5518 2300 0.096 0.001 4 SWB_Bent2_Str3_NoScour_Rev5.0.out_LC12 127 5323 1420 0.093 0.004 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 ‐20 9099 1103 0.158 0.001 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 ‐25 9873 ‐130 0.171 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 ‐35 9147 90 0.159 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC1 ‐44 9832 ‐1187 0.171 0.001 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC2 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 ‐28 9067 990 0.157 0.001 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 ‐33 9867 ‐243 0.171 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 ‐45 9143 ‐46 0.159 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC3 ‐55 9847 ‐1339 0.171 0.002 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 13 9231 1604 0.160 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 11 9888 402 0.172 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 6 9023 673 0.157 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC4 3 9602 ‐541 0.167 0.000 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 6 9884 1542 0.172 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 3 10644 312 0.185 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 ‐4 9789 569 0.170 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC6 ‐9 10444 ‐670 0.181 0.000 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 9 9515 1428 0.165 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 7 9997 226 0.174 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 1 8971 487 0.156 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC7 ‐2 9398 ‐725 0.163 0.000 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 ‐22 8790 1213 0.153 0.001 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 ‐27 9803 ‐14 0.170 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 ‐38 9275 191 0.161 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC8 ‐49 10163 ‐1107 0.177 0.002 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 3 9161 1467 0.159 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 1 9875 250 0.171 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 ‐6 9096 517 0.158 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC9 ‐11 9728 ‐720 0.169 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC10 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 ‐24 9085 1059 0.158 0.001 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 ‐29 9891 ‐173 0.172 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 ‐40 9169 32 0.159 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC11 ‐50 9877 ‐1255 0.172 0.002 1 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 9 9243 1546 0.161 0.000 2 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 7 9929 344 0.172 0.000 3 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 0 9096 604 0.158 0.000 4 SWB_Bent2_Str4A_NoScour_Rev5.0.out_LC12 ‐4 9700 ‐617 0.168 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 ‐19 10140 1206 0.176 0.001 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 ‐24 10933 ‐116 0.190 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 ‐34 10077 121 0.175 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC1 ‐44 10772 ‐1243 0.187 0.001 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC2 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 ‐19 10140 1206 0.176 0.001 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 ‐24 10933 ‐116 0.190 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 ‐34 10077 121 0.175 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC3 ‐44 10772 ‐1243 0.187 0.001 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC4 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 6 10227 1596 0.178 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 3 10963 276 0.190 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 ‐4 10044 573 0.174 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC6 ‐10 10689 ‐761 0.186 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC7 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 ‐19 10140 1206 0.176 0.001 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 ‐24 10933 ‐116 0.190 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 ‐34 10077 121 0.175 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC8 ‐44 10772 ‐1243 0.187 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 5 10221 1569 0.178 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 2 10957 265 0.190 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 ‐5 10048 547 0.174 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC9 ‐11 10694 ‐778 0.186 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 1 1510 707 0.026 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 0 1369 238 0.024 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC10 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 ‐21 5982 581 0.104 0.001 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 ‐24 6500 ‐216 0.113 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 ‐33 5989 ‐102 0.104 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC11 ‐40 6436 ‐941 0.112 0.001 1 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 6 10227 1596 0.178 0.000 2 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 3 10963 276 0.190 0.000 3 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 ‐4 10044 573 0.174 0.000 4 SWB_Bent2_Str4_NoScour_Rev5.0.out_LC12 ‐10 10689 ‐761 0.186 0.000 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 37 9109 1757 0.158 0.001 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 34 9606 655 0.167 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 27 8682 875 0.151 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC1 25 9109 ‐216 0.158 0.001 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 ‐56 6029 119 0.105 0.002 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 ‐63 6800 ‐711 0.118 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 ‐77 6473 ‐666 0.112 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC2 ‐92 7132 ‐1586 0.124 0.003 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 ‐100 8102 ‐132 0.141 0.003 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 ‐110 9267 ‐1297 0.161 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 ‐132 8945 ‐1263 0.155 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC3 ‐157 9945 ‐2571 0.173 0.005 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 98 6880 2202 0.120 0.003 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 83 6963 1281 0.121 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 71 6009 1351 0.105 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC4 65 6070 520 0.105 0.002 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 1 1510 707 0.026 0.000 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 1 1616 ‐32 0.028 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 0 1369 238 0.024 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC5 0 1568 ‐502 0.027 0.000 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 19 9270 1599 0.161 0.000 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 17 9931 523 0.172 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 12 9085 751 0.158 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC6 10 9644 ‐334 0.167 0.000 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 93 7229 2002 0.126 0.003 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 79 7114 1080 0.124 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 67 5964 1151 0.104 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC7 61 5847 327 0.102 0.002 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 ‐93 7924 104 0.138 0.003 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 ‐104 9297 ‐1054 0.161 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 ‐125 9158 ‐1012 0.159 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC8 ‐149 10336 ‐2319 0.180 0.005 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 18 8928 1552 0.155 0.000 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 17 9535 473 0.166 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 13 8718 722 0.151 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC9 11 9241 ‐357 0.160 0.000 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 ‐44 6162 254 0.107 0.001 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 ‐50 6815 ‐566 0.118 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 ‐62 6383 ‐501 0.111 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC10 ‐74 6940 ‐1393 0.121 0.002 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 ‐70 8384 279 0.146 0.002 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 ‐78 9384 ‐863 0.163 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 ‐96 8905 ‐779 0.155 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC11 ‐115 9762 ‐2032 0.170 0.003 1 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 54 6553 1694 0.114 0.001 2 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 46 6895 842 0.120 0.000 3 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 38 6178 951 0.107 0.000 4 SWB_Bent2_Str5_NoScour_Rev5.0.out_LC12 35 6465 144 0.112 0.001 Max 0.429 0.211 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 5 6210 571 0.108 0.000 2 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 2 5894 ‐385 0.102 0.000 3 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 ‐2 5575 ‐388 0.097 0.000 4 SWB_Bent3_1.0DC_NoScour_Rev4.14.out_LC1 ‐4 6488 ‐1329 0.113 0.000 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐685 5028 ‐16912 0.123 0.058 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐754 6472 ‐19145 0.155 0.042 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐845 7876 ‐20721 0.179 0.043 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐973 10527 ‐23574 0.232 0.018 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐674 2195 ‐16296 0.083 0.067 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐750 3672 ‐18816 0.118 0.054 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐846 5140 ‐20596 0.142 0.053 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐986 7649 ‐23897 0.195 0.030 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐690 5025 ‐17202 0.123 0.059 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐754 6471 ‐19224 0.155 0.043 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐843 7877 ‐20670 0.179 0.043 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐970 10529 ‐23479 0.232 0.017 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐682 2191 ‐16806 0.085 0.069 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐752 3670 ‐19020 0.118 0.055 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐843 5141 ‐20525 0.142 0.053 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐979 7654 ‐23637 0.194 0.029 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2018 ‐1784 ‐56043 0.189 0.286 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2332 3656 ‐65082 0.308 0.245 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2654 9032 ‐72836 0.396 0.239 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐3086 15526 ‐82306 0.543 0.172 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2000 ‐2817 ‐55464 0.177 0.292 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2323 2546 ‐64613 0.296 0.252 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2658 7941 ‐72556 0.383 0.245 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐3105 14458 ‐82466 0.533 0.180 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2020 ‐1789 ‐56199 0.189 0.287 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2333 3667 ‐65165 0.309 0.245 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2655 9023 ‐72854 0.396 0.239 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐3082 15530 ‐82045 0.542 0.171 1 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2001 ‐2811 ‐55596 0.178 0.292 2 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2324 2543 ‐64685 0.296 0.252 3 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐2659 7929 ‐72570 0.383 0.245 4 SWB_Bent3_1000YR_HalfScour_EnvRSA_Rev7.0.out_L ‐3101 14467 ‐82235 0.532 0.179 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐594 5521 ‐14898 0.124 0.047 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐647 6443 ‐16750 0.146 0.034 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐717 7340 ‐17919 0.163 0.035 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐817 9467 ‐20310 0.206 0.014 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐590 3250 ‐14659 0.091 0.054 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐645 4209 ‐16649 0.116 0.043 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐717 5156 ‐17891 0.133 0.043 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐823 7171 ‐20483 0.175 0.024 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐596 5520 ‐15008 0.124 0.048 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐647 6443 ‐16780 0.146 0.034 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐716 7340 ‐17901 0.163 0.035 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐816 9468 ‐20271 0.205 0.014 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐595 3247 ‐14928 0.092 0.055 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐646 4209 ‐16754 0.116 0.043 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐715 5158 ‐17855 0.132 0.043 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐819 7172 ‐20364 0.175 0.023 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐1782 554 ‐48235 0.182 0.231 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2015 4357 ‐55252 0.274 0.199 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2278 8059 ‐61397 0.339 0.199 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2667 12966 ‐70099 0.460 0.148 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐1770 ‐252 ‐47728 0.172 0.235 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2011 3518 ‐54811 0.264 0.203 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2280 7234 ‐61078 0.328 0.203 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2677 12122 ‐70056 0.451 0.153 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐1783 553 ‐48344 0.183 0.231 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2015 4362 ‐55273 0.274 0.199 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2279 8052 ‐61409 0.339 0.199 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2665 12969 ‐69936 0.460 0.147 1 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐1771 ‐257 ‐47861 0.173 0.235 2 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2012 3528 ‐54840 0.264 0.203 3 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2281 7229 ‐61097 0.328 0.203 4 SWB_Bent3_500YR_HalfScour_EnvRSA_Rev7.0.out_LC ‐2675 12123 ‐69902 0.451 0.153 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐851 5121 ‐13417 0.112 0.051 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐954 6488 ‐15765 0.144 0.031 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1094 7818 ‐17507 0.168 0.033 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1321 10391 ‐21083 0.224 0.001 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐848 2312 ‐12826 0.070 0.058 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐952 3708 ‐15118 0.104 0.039 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1091 5082 ‐16813 0.128 0.039 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1326 7495 ‐20517 0.184 0.010 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐857 5118 ‐13702 0.113 0.052 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐956 6490 ‐15856 0.144 0.031 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1092 7821 ‐17428 0.168 0.032 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1314 10389 ‐20816 0.223 0.000 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐855 2310 ‐13106 0.071 0.059 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐954 3708 ‐15221 0.104 0.040 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1090 5084 ‐16748 0.128 0.039 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐1318 7493 ‐20195 0.182 0.009 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐2580 ‐1502 ‐44655 0.136 0.246 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3009 3782 ‐54123 0.264 0.198 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3481 8922 ‐62101 0.351 0.196 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐4183 15190 ‐72102 0.511 0.111 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐2557 ‐2542 ‐43865 0.122 0.250 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3002 2673 ‐53487 0.250 0.204 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3487 7825 ‐61715 0.337 0.201 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐4204 14100 ‐72149 0.501 0.118 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐2582 ‐1501 ‐44840 0.136 0.247 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3011 3783 ‐54187 0.264 0.198 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3480 8919 ‐62030 0.351 0.196 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐4179 15191 ‐71855 0.510 0.110 1 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐2560 ‐2538 ‐44077 0.123 0.251 2 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3004 2670 ‐53568 0.251 0.204 3 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐3487 7821 ‐61662 0.337 0.201 4 SWB_Bent3_1000YR_NoScour_EnvRSA_Rev7.0.out_LC ‐4199 14103 ‐71868 0.499 0.117 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐790 5383 ‐13572 0.117 0.049 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐879 6395 ‐15608 0.142 0.031 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1000 7372 ‐16995 0.160 0.032 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC1 ‐1192 9580 ‐19874 0.208 0.003 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐783 3110 ‐12990 0.082 0.054 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐876 4148 ‐15213 0.110 0.038 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐999 5168 ‐16694 0.128 0.039 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC2 ‐1202 7254 ‐19910 0.177 0.012 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐793 5382 ‐13715 0.117 0.049 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐879 6395 ‐15630 0.142 0.031 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐998 7373 ‐16948 0.160 0.032 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC3 ‐1189 9579 ‐19767 0.208 0.002 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐788 3108 ‐13210 0.083 0.054 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐877 4148 ‐15265 0.110 0.038 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐997 5170 ‐16610 0.128 0.038 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC4 ‐1198 7253 ‐19727 0.176 0.011 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐2421 250 ‐42226 0.146 0.221 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐2770 4295 ‐49799 0.251 0.176 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐3192 8158 ‐56390 0.319 0.178 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC5 ‐3847 13237 ‐65493 0.459 0.104 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2406 ‐585 ‐41483 0.134 0.223 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐2766 3427 ‐49239 0.240 0.180 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐3195 7299 ‐56042 0.308 0.182 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC6 ‐3860 12354 ‐65415 0.450 0.109 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐2422 250 ‐42278 0.146 0.221 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐2771 4297 ‐49829 0.251 0.176 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐3192 8156 ‐56357 0.319 0.178 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC7 ‐3845 13236 ‐65359 0.459 0.103 1 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐2408 ‐587 ‐41558 0.134 0.223 2 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐2767 3432 ‐49280 0.240 0.180 3 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐3195 7297 ‐56015 0.308 0.182 4 SWB_Bent3_500YR_NoScour_EnvRSA_Rev7.0.out_LC8 ‐3857 12353 ‐65271 0.450 0.109 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 ‐20 7562 262 0.131 0.001 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 ‐22 7180 ‐926 0.125 0.000 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 ‐26 6798 ‐934 0.118 0.000 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC1 ‐30 8090 ‐2142 0.141 0.000 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 6 8499 467 0.148 0.000 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 3 8036 ‐416 0.140 0.000 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 ‐1 7560 ‐452 0.131 0.000 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC2 ‐3 8833 ‐1307 0.154 0.000 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 ‐589 3250 ‐12359 0.083 0.046 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 ‐645 4406 ‐14406 0.110 0.034 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 ‐718 5553 ‐15478 0.129 0.033 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC3 ‐827 8331 ‐18152 0.182 0.011 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 798 10686 16360 0.211 0.000 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 692 8851 14120 0.174 0.020 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 623 6959 13148 0.142 0.022 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC4 569 6368 11460 0.127 0.035 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 1 1448 657 0.025 0.000 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 1280 ‐168 0.022 0.000 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 1133 ‐92 0.020 0.000 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC5 0 1528 ‐912 0.027 0.001 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 ‐20 8339 211 0.145 0.001 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 ‐22 7904 ‐980 0.137 0.000 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 ‐27 7463 ‐998 0.130 0.000 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC6 ‐30 8820 ‐2209 0.154 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 795 8622 16261 0.180 0.005 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 686 6595 13895 0.139 0.025 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 616 4510 12842 0.106 0.028 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC7 562 3139 11153 0.078 0.042 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 ‐588 5465 ‐12159 0.115 0.039 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 ‐643 6804 ‐14170 0.143 0.025 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 ‐715 8122 ‐15173 0.166 0.025 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC8 ‐812 11680 ‐17421 0.229 0.000 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 6 7626 802 0.132 0.000 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 3 7193 ‐394 0.125 0.000 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 ‐1 6759 ‐388 0.117 0.000 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC9 ‐2 7981 ‐1557 0.139 0.000 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 ‐22 5780 23 0.100 0.001 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 ‐24 5502 ‐843 0.096 0.000 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 ‐27 5221 ‐867 0.091 0.000 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC10 ‐31 6195 ‐1760 0.108 0.001 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 ‐562 3294 ‐11783 0.082 0.043 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 ‐614 4632 ‐13457 0.110 0.029 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 ‐683 5949 ‐14494 0.132 0.028 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC11 ‐786 8942 ‐16740 0.186 0.005 1 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 757 10730 15535 0.210 0.001 2 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 657 8723 13103 0.170 0.018 3 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 591 6656 12217 0.135 0.020 4 SWB_Bent3_EE2_HalfScour_Rev5.0.out_LC12 541 5844 10264 0.116 0.032 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 ‐24 7519 281 0.131 0.001 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 ‐23 7172 ‐861 0.125 0.000 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 ‐25 6823 ‐828 0.119 0.000 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC1 ‐25 8020 ‐1972 0.140 0.000 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 8 8447 369 0.147 0.000 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 3 8025 ‐515 0.139 0.000 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 ‐3 7590 ‐559 0.132 0.000 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC2 ‐5 8771 ‐1413 0.153 0.000 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 ‐560 3382 ‐7717 0.071 0.030 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 ‐623 4463 ‐9584 0.095 0.017 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 ‐711 5535 ‐10509 0.113 0.017 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC3 ‐863 8088 ‐13200 0.163 0.005 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 827 10474 11445 0.196 0.013 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 687 8778 9218 0.162 0.009 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 599 7026 8284 0.131 0.009 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC4 542 6495 6765 0.119 0.024 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 ‐23 8296 221 0.144 0.001 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 ‐23 7896 ‐928 0.137 0.000 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 ‐26 7490 ‐911 0.130 0.000 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC6 ‐26 8748 ‐2066 0.152 0.000 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 823 8415 11259 0.163 0.010 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 679 6523 8926 0.125 0.011 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 593 4570 8002 0.092 0.012 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC7 537 3282 6508 0.066 0.027 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 ‐556 5592 ‐7390 0.105 0.026 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 ‐619 6859 ‐9259 0.131 0.012 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 ‐707 8104 ‐10183 0.153 0.012 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC8 ‐851 11425 ‐12559 0.214 0.013 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 7 7574 716 0.132 0.000 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 3 7181 ‐480 0.125 0.000 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 ‐2 6785 ‐481 0.118 0.000 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC9 ‐4 7919 ‐1651 0.138 0.000 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 ‐27 5760 56 0.100 0.001 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 ‐25 5508 ‐751 0.096 0.000 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 ‐26 5253 ‐724 0.091 0.000 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC10 ‐25 6148 ‐1547 0.107 0.000 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 ‐532 3176 ‐7012 0.066 0.028 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 ‐592 4437 ‐8843 0.092 0.015 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 ‐676 5685 ‐9722 0.114 0.015 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC11 ‐822 8466 ‐12337 0.166 0.007 1 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 786 10767 10557 0.198 0.014 2 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 652 8901 8419 0.162 0.008 3 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 568 6969 7522 0.129 0.008 4 SWB_Bent3_EE2_NoScour_Rev5.0.out_LC12 514 6203 6042 0.113 0.022 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 1 6260 616 0.109 0.000 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 0 5859 ‐330 0.102 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 ‐2 5458 ‐311 0.095 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC1 ‐3 6468 ‐1247 0.113 0.000 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 ‐31 6499 ‐310 0.113 0.001 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 ‐33 6240 ‐1281 0.109 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 ‐37 5980 ‐1312 0.104 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC2 ‐41 7270 ‐2329 0.127 0.001 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 ‐88 5970 ‐2010 0.104 0.004 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 ‐94 5972 ‐3062 0.105 0.002 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 ‐103 5974 ‐3198 0.105 0.002 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC3 ‐115 7580 ‐4385 0.134 0.001 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 74 7143 2636 0.125 0.001 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 65 6454 1520 0.112 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 58 5759 1425 0.100 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC4 54 6473 410 0.112 0.002 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 1614 752 0.028 0.000 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 1419 ‐164 0.025 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 1248 ‐79 0.022 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC5 0 1706 ‐991 0.030 0.001 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 ‐1 7088 515 0.123 0.000 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 ‐2 6618 ‐435 0.115 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 ‐4 6142 ‐425 0.107 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC6 ‐5 7202 ‐1363 0.125 0.000 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 69 7430 2396 0.130 0.001 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 60 6620 1283 0.115 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 54 5802 1192 0.101 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC7 49 6373 182 0.111 0.002 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 ‐84 5972 ‐1822 0.104 0.003 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 ‐90 6076 ‐2870 0.107 0.001 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 ‐99 6180 ‐3005 0.109 0.001 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC8 ‐111 7952 ‐4189 0.140 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 ‐4 6146 510 0.107 0.000 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 ‐5 5812 ‐422 0.101 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 ‐6 5478 ‐395 0.095 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC9 ‐7 6574 ‐1326 0.114 0.000 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 26 6932 1277 0.121 0.001 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 22 6389 269 0.111 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 18 5841 244 0.101 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC10 16 6751 ‐721 0.117 0.001 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 ‐27 6565 ‐195 0.114 0.001 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 ‐29 6280 ‐1160 0.109 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 ‐32 5992 ‐1184 0.104 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC11 ‐36 7250 ‐2188 0.127 0.000 1 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 ‐5 6744 422 0.117 0.000 2 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 ‐6 6328 ‐514 0.110 0.000 3 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 ‐7 5910 ‐494 0.103 0.000 4 SWB_Bent3_Serv1_FullScour_Rev5.0.out_LC12 ‐8 6992 ‐1426 0.122 0.000 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 5 6201 525 0.108 0.000 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 1 5858 ‐432 0.102 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 ‐3 5511 ‐433 0.096 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC1 ‐4 6381 ‐1372 0.111 0.000 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 ‐27 6468 160 0.112 0.001 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 ‐30 6252 ‐807 0.109 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 ‐36 6033 ‐851 0.105 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC2 ‐43 7147 ‐1863 0.125 0.001 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 ‐80 5977 ‐524 0.104 0.003 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 ‐90 5999 ‐1554 0.105 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 ‐104 6020 ‐1685 0.105 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC3 ‐126 7417 ‐2848 0.130 0.003 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 86 7047 1459 0.123 0.002 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 68 6443 351 0.112 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 55 5830 254 0.101 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC4 48 6435 ‐748 0.112 0.002 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 1 1587 704 0.028 0.000 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 0 1419 ‐211 0.025 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 ‐1 1275 ‐125 0.022 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC5 ‐1 1673 ‐1036 0.030 0.001 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 3 7029 417 0.122 0.000 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 0 6620 ‐545 0.115 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 ‐5 6204 ‐560 0.108 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC6 ‐7 7113 ‐1502 0.124 0.000 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 81 7330 1218 0.127 0.002 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 63 6606 112 0.115 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 50 5870 16 0.102 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC7 43 6335 ‐979 0.110 0.002 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 ‐76 5975 ‐331 0.104 0.003 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 ‐85 6102 ‐1356 0.106 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 ‐100 6226 ‐1487 0.108 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC8 ‐122 7784 ‐2651 0.136 0.003 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 0 6068 527 0.105 0.000 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 ‐3 5786 ‐417 0.100 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 ‐6 5502 ‐412 0.096 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC9 ‐7 6444 ‐1349 0.112 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 33 6881 795 0.120 0.001 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 24 6407 ‐218 0.111 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 17 5926 ‐259 0.103 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC10 13 6708 ‐1222 0.117 0.001 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 ‐34 6518 63 0.113 0.001 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 ‐31 6286 ‐827 0.109 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 ‐31 6051 ‐796 0.105 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC11 ‐30 7148 ‐1710 0.125 0.001 1 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 0 6698 425 0.116 0.000 2 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 ‐3 6335 ‐527 0.110 0.000 3 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 ‐7 5966 ‐533 0.104 0.000 4 SWB_Bent3_Serv1_NoScour_Rev5.0.out_LC12 ‐8 6890 ‐1471 0.120 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 ‐21 5962 189 0.104 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 ‐22 5619 ‐994 0.098 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 ‐25 5280 ‐978 0.092 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC1 ‐28 6346 ‐2187 0.111 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 3 8863 484 0.154 0.000 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 1 8345 ‐388 0.145 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 ‐2 7813 ‐410 0.136 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC2 ‐3 9190 ‐1267 0.160 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 ‐37 5506 ‐257 0.096 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 ‐39 5295 ‐1462 0.092 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 ‐44 5090 ‐1474 0.089 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC3 ‐49 6282 ‐2734 0.110 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 21 8933 976 0.155 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 17 8323 61 0.144 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 13 7698 13 0.134 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC4 11 8948 ‐863 0.155 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 1453 677 0.026 0.000 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC5 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 ‐21 9062 41 0.157 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 ‐22 8531 ‐1150 0.148 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 ‐26 7993 ‐1161 0.139 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC6 ‐28 9474 ‐2375 0.165 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 12 6811 637 0.118 0.000 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 9 6125 ‐256 0.106 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 6 5431 ‐270 0.094 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC7 4 6036 ‐1125 0.105 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 ‐30 8137 ‐23 0.141 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 ‐33 7964 ‐1226 0.138 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 ‐37 7790 ‐1258 0.135 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC8 ‐42 9673 ‐2518 0.169 0.001 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 2 7891 832 0.137 0.000 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 1 7438 ‐351 0.129 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 ‐2 6984 ‐331 0.121 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC9 ‐3 8352 ‐1503 0.145 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 ‐25 6094 ‐241 0.106 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 ‐27 5782 ‐1112 0.101 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 ‐30 5467 ‐1134 0.095 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC10 ‐33 6541 ‐2038 0.114 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 1 6313 540 0.110 0.000 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 0 5908 ‐318 0.103 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 ‐2 5500 ‐311 0.095 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC11 ‐2 6467 ‐1157 0.112 0.000 1 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 ‐23 8469 45 0.147 0.001 2 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 ‐24 8028 ‐1147 0.140 0.000 3 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 ‐28 7584 ‐1157 0.132 0.000 4 SWB_Bent3_Str1_FullScour_Rev5.0.out_LC12 ‐31 9093 ‐2379 0.158 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 ‐22 7734 110 0.134 0.001 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 ‐23 7333 ‐1077 0.127 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 ‐26 6931 ‐1077 0.121 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC1 ‐29 8349 ‐2293 0.146 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 2 8750 483 0.152 0.000 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 1 8237 ‐388 0.143 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 ‐2 7711 ‐407 0.134 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC2 ‐3 9081 ‐1264 0.158 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 ‐33 5706 ‐163 0.099 0.001 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 ‐35 5450 ‐1363 0.095 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 ‐39 5199 ‐1369 0.091 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC3 ‐44 6357 ‐2617 0.111 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 17 8882 838 0.154 0.000 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 13 8265 ‐68 0.143 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 10 7635 ‐109 0.133 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC4 8 8864 ‐979 0.154 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 1453 677 0.026 0.000 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC5 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 ‐21 8827 39 0.153 0.001 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 ‐23 8310 ‐1151 0.144 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 ‐26 7786 ‐1160 0.135 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC6 ‐29 9241 ‐2375 0.161 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 12 6490 729 0.113 0.000 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 9 5896 ‐161 0.102 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 7 5297 ‐171 0.092 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC7 5 5992 ‐1027 0.104 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 ‐28 8104 14 0.141 0.001 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 ‐30 7854 ‐1185 0.137 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 ‐34 7603 ‐1208 0.132 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC8 ‐38 9351 ‐2454 0.163 0.001 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 2 7815 807 0.136 0.000 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 0 7340 ‐377 0.127 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 ‐2 6865 ‐354 0.119 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC9 ‐3 8183 ‐1525 0.142 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 ‐24 5991 ‐227 0.104 0.001 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 ‐26 5676 ‐1097 0.099 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 ‐29 5359 ‐1117 0.093 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC10 ‐32 6410 ‐2018 0.112 0.000 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 1 6174 525 0.107 0.000 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 ‐1 5784 ‐330 0.100 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 ‐2 5392 ‐320 0.094 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC11 ‐3 6356 ‐1165 0.111 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 ‐23 8395 18 0.146 0.001 2 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 ‐25 7946 ‐1174 0.138 0.000 3 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 ‐28 7493 ‐1184 0.130 0.000 4 SWB_Bent3_Str2_FullScour_Rev5.0.out_LC12 ‐32 8971 ‐2407 0.156 0.000 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 131 6312 4426 0.113 0.001 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 116 5398 2956 0.095 0.002 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 105 4485 2813 0.080 0.002 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC1 98 4691 1515 0.082 0.004 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 ‐118 7377 ‐3028 0.129 0.005 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 ‐126 7485 ‐4036 0.132 0.002 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 ‐138 7586 ‐4253 0.134 0.002 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC2 ‐155 9700 ‐5446 0.172 0.002 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 ‐245 3543 ‐6407 0.071 0.017 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 ‐262 4380 ‐7909 0.089 0.013 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 ‐284 5223 ‐8311 0.103 0.012 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC3 ‐319 7702 ‐10183 0.147 0.003 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 290 10043 8433 0.182 0.002 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 259 8464 6995 0.153 0.006 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 237 6852 6560 0.125 0.006 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC4 222 6704 5398 0.120 0.011 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 1453 677 0.026 0.000 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC5 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 128 8938 4258 0.157 0.002 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 112 7951 2784 0.139 0.001 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 101 6955 2617 0.122 0.001 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC6 94 7652 1312 0.133 0.003 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 290 7401 8541 0.139 0.001 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 258 5922 7029 0.111 0.008 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 237 4422 6624 0.086 0.009 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC7 222 3836 5476 0.073 0.014 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 ‐246 6046 ‐6513 0.111 0.014 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 ‐262 6778 ‐8023 0.127 0.009 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 ‐285 7509 ‐8445 0.139 0.009 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC8 ‐315 10421 ‐10094 0.191 0.000 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 8 8151 926 0.142 0.000 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 5 7596 ‐274 0.132 0.000 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 3 7039 ‐265 0.122 0.000 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC9 1 8294 ‐1443 0.144 0.000 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 253 7276 7510 0.134 0.000 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 225 5931 6081 0.109 0.006 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 206 4568 5729 0.086 0.007 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC10 193 4179 4620 0.077 0.011 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 ‐99 4798 ‐2351 0.084 0.004 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 ‐106 4996 ‐3326 0.089 0.002 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 ‐116 5195 ‐3486 0.093 0.002 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC11 ‐130 6836 ‐4620 0.122 0.001 1 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 104 8799 3546 0.154 0.002 2 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 91 7836 2123 0.137 0.001 3 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 81 6866 1992 0.120 0.001 4 SWB_Bent3_Str3_FullScour_Rev5.0.out_LC12 75 7576 712 0.132 0.003 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 ‐21 8551 231 0.148 0.001 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 ‐22 8092 ‐1093 0.141 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 ‐25 7633 ‐1084 0.133 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC1 ‐28 9192 ‐2434 0.160 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 2 8930 474 0.155 0.000 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 0 8437 ‐393 0.146 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 ‐2 7933 ‐410 0.138 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC2 ‐4 9420 ‐1266 0.164 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 ‐28 8463 20 0.147 0.001 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 ‐30 8051 ‐1315 0.140 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 ‐34 7640 ‐1320 0.133 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC3 ‐38 9268 ‐2694 0.162 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 12 8689 1161 0.151 0.000 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 9 8105 ‐187 0.141 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 6 7521 ‐174 0.131 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC4 4 8910 ‐1495 0.155 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 1453 677 0.026 0.000 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC5 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 ‐21 9417 151 0.163 0.001 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 ‐23 8868 ‐1176 0.154 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 ‐26 8316 ‐1176 0.145 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC6 ‐29 9914 ‐2528 0.173 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 5 8832 904 0.153 0.000 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 3 8186 ‐433 0.142 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 0 7540 ‐413 0.131 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC7 ‐1 8856 ‐1726 0.154 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 ‐24 8287 237 0.144 0.001 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 ‐26 7982 ‐1092 0.139 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 ‐29 7679 ‐1092 0.133 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC8 ‐33 9446 ‐2461 0.165 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 3 8626 945 0.150 0.000 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 1 8112 ‐382 0.141 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 ‐1 7599 ‐356 0.132 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC9 ‐2 9091 ‐1668 0.158 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 ‐22 9502 ‐278 0.165 0.001 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 ‐23 8996 ‐1151 0.156 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 ‐27 8477 ‐1195 0.147 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC10 ‐29 10062 ‐2094 0.175 0.001 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 2 8651 903 0.150 0.000 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 0 8126 ‐422 0.141 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 ‐2 7602 ‐395 0.132 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC11 ‐3 9082 ‐1706 0.158 0.000 1 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 ‐20 8434 260 0.146 0.001 2 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 ‐22 7995 ‐1063 0.139 0.000 3 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 ‐25 7557 ‐1052 0.131 0.000 4 SWB_Bent3_Str4A_FullScour_Rev5.0.out_LC12 ‐28 9133 ‐2403 0.159 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 ‐22 5264 394 0.091 0.001 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 ‐23 4959 ‐1016 0.086 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 ‐26 4667 ‐974 0.081 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC1 ‐29 5710 ‐2414 0.100 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 3 10112 450 0.176 0.000 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 1 9535 ‐428 0.166 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 ‐2 8943 ‐461 0.155 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC2 ‐3 10565 ‐1322 0.184 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 ‐22 5249 376 0.091 0.001 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 ‐24 4948 ‐1035 0.086 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 ‐27 4659 ‐994 0.081 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC3 ‐30 5705 ‐2435 0.100 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 4 10126 472 0.176 0.000 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 2 9546 ‐408 0.166 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 ‐1 8951 ‐442 0.155 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC4 ‐3 10571 ‐1304 0.184 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 1453 677 0.026 0.000 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC5 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 ‐22 9623 233 0.167 0.001 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 ‐23 9085 ‐1187 0.158 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 ‐27 8547 ‐1180 0.149 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC6 ‐29 10257 ‐2626 0.179 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 1453 677 0.026 0.000 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC7 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 ‐22 9608 215 0.167 0.001 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 ‐24 9074 ‐1205 0.158 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 ‐27 8539 ‐1200 0.148 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC8 ‐30 10251 ‐2648 0.179 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 4 9713 991 0.169 0.000 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 2 9119 ‐435 0.158 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 ‐1 8523 ‐415 0.148 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC9 ‐3 10157 ‐1823 0.177 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 ‐22 5663 ‐143 0.098 0.001 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 ‐24 5375 ‐1008 0.094 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 ‐27 5087 ‐1021 0.089 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC10 ‐30 6118 ‐1916 0.107 0.000 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 1453 677 0.026 0.000 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC11 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 ‐22 9623 233 0.167 0.001 2 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 ‐23 9085 ‐1187 0.158 0.000 3 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 ‐27 8547 ‐1180 0.149 0.000 4 SWB_Bent3_Str4_FullScour_Rev5.0.out_LC12 ‐29 10257 ‐2626 0.179 0.000 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 13 7955 1099 0.138 0.000 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 10 7418 ‐111 0.129 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 7 6880 ‐106 0.119 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC1 6 8120 ‐1289 0.141 0.000 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 ‐39 8451 ‐727 0.147 0.001 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 ‐42 8130 ‐1624 0.141 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 ‐47 7799 ‐1697 0.136 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC2 ‐52 9425 ‐2650 0.164 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 ‐106 4919 ‐2318 0.086 0.005 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 ‐114 5048 ‐3623 0.090 0.003 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 ‐124 5186 ‐3766 0.093 0.003 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC3 ‐139 6812 ‐5235 0.122 0.000 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 99 9289 3152 0.162 0.002 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 87 8406 2060 0.146 0.001 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 78 7506 1900 0.131 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC4 72 8376 942 0.146 0.002 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 1453 677 0.026 0.000 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 1277 ‐147 0.022 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 1122 ‐70 0.019 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC5 0 1536 ‐892 0.027 0.001 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 11 9029 971 0.157 0.000 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 8 8396 ‐244 0.146 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 5 7757 ‐251 0.135 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC6 3 9062 ‐1437 0.158 0.000 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 91 7052 2905 0.124 0.002 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 80 6141 1834 0.107 0.001 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 72 5220 1707 0.091 0.001 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC7 67 5505 768 0.096 0.002 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 ‐101 7549 ‐2163 0.132 0.004 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 ‐109 7676 ‐3468 0.135 0.002 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 ‐119 7802 ‐3632 0.137 0.002 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC8 ‐134 10055 ‐5102 0.177 0.002 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 ‐4 7774 674 0.135 0.000 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 ‐4 7343 ‐496 0.128 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 ‐6 6913 ‐465 0.120 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC9 ‐7 8296 ‐1631 0.144 0.000 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 46 6430 1754 0.112 0.001 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 39 5849 796 0.102 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 35 5263 740 0.091 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC10 32 5966 ‐151 0.104 0.001 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 ‐34 5914 ‐478 0.103 0.001 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 ‐36 5694 ‐1361 0.099 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 ‐40 5473 ‐1402 0.095 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC11 ‐45 6662 ‐2335 0.117 0.001 1 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 5 8559 829 0.149 0.000 2 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 3 8004 ‐367 0.139 0.000 3 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 0 7445 ‐359 0.129 0.000 4 SWB_Bent3_Str5_FullScour_Rev5.0.out_LC12 ‐1 8782 ‐1536 0.153 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 ‐23 5918 372 0.103 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 ‐22 5622 ‐764 0.098 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 ‐24 5328 ‐717 0.093 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC1 ‐23 6240 ‐1862 0.109 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 8 8790 340 0.153 0.000 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 3 8346 ‐546 0.145 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 ‐3 7886 ‐597 0.137 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC2 ‐5 9083 ‐1450 0.158 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 ‐34 5479 316 0.095 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 ‐37 5306 ‐883 0.092 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 ‐44 5139 ‐905 0.089 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC3 ‐53 6170 ‐2160 0.108 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 29 8860 544 0.154 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 20 8327 ‐381 0.145 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 12 7777 ‐453 0.135 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC4 8 8858 ‐1329 0.154 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 ‐21 9004 162 0.156 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 ‐22 8539 ‐998 0.148 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 ‐25 8065 ‐994 0.140 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC6 ‐26 9350 ‐2154 0.163 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 17 6745 267 0.117 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 10 6121 ‐636 0.106 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 4 5487 ‐667 0.095 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC7 1 5968 ‐1520 0.104 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 ‐26 8090 512 0.140 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 ‐30 7975 ‐689 0.139 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 ‐37 7856 ‐741 0.136 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC8 ‐46 9529 ‐2003 0.166 0.001 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 9 7782 755 0.135 0.000 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 5 7392 ‐446 0.128 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 ‐1 6999 ‐454 0.122 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC9 ‐3 8168 ‐1625 0.142 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 ‐30 6094 ‐8 0.106 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 ‐28 5829 ‐813 0.101 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 ‐28 5559 ‐789 0.097 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC10 ‐28 6487 ‐1610 0.113 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 4 6012 735 0.104 0.000 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 1 5659 ‐451 0.098 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 ‐3 5307 ‐433 0.092 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC11 ‐5 6149 ‐1600 0.107 0.000 1 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 ‐24 8662 ‐67 0.150 0.001 2 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 ‐24 8289 ‐897 0.144 0.000 3 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 ‐26 7902 ‐912 0.137 0.000 4 SWB_Bent3_Str1_NoScour_Rev5.0.out_LC12 ‐26 9204 ‐1751 0.160 0.001 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 ‐25 5790 365 0.101 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 ‐23 5505 ‐768 0.096 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 ‐24 5223 ‐716 0.091 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC1 ‐24 6133 ‐1860 0.107 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 7 8677 341 0.151 0.000 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 2 8238 ‐545 0.143 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 ‐3 7784 ‐596 0.135 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC2 ‐5 8974 ‐1445 0.156 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 ‐30 5706 315 0.099 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 ‐34 5481 ‐882 0.095 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 ‐40 5259 ‐900 0.091 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC3 ‐47 6246 ‐2143 0.109 0.001 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 24 8805 459 0.153 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 16 8266 ‐458 0.144 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 8 7711 ‐523 0.134 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC4 5 8774 ‐1395 0.153 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 ‐22 8771 168 0.152 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 ‐22 8318 ‐988 0.145 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 ‐26 7858 ‐980 0.137 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC6 ‐26 9118 ‐2138 0.159 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 18 6426 394 0.112 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 11 5894 ‐503 0.102 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 5 5353 ‐530 0.093 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC7 3 5924 ‐1384 0.103 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 ‐27 8057 447 0.140 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 ‐29 7865 ‐730 0.137 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 ‐34 7669 ‐753 0.133 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC8 ‐36 9213 ‐1946 0.160 0.001 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 8 7710 729 0.134 0.000 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 3 7316 ‐471 0.127 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 ‐2 6919 ‐480 0.120 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC9 ‐4 8073 ‐1647 0.140 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 ‐29 5981 1 0.104 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 ‐27 5714 ‐805 0.099 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 ‐28 5443 ‐779 0.095 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC10 ‐27 6350 ‐1601 0.111 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 4 5876 738 0.102 0.000 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 0 5535 ‐444 0.096 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 ‐4 5198 ‐423 0.090 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC11 ‐5 6037 ‐1589 0.105 0.000 1 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 ‐25 8589 ‐95 0.149 0.001 2 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 ‐24 8207 ‐923 0.143 0.000 3 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 ‐27 7810 ‐936 0.136 0.000 4 SWB_Bent3_Str2_NoScour_Rev5.0.out_LC12 ‐27 9085 ‐1773 0.158 0.001 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 144 6166 2358 0.108 0.004 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 116 5364 919 0.093 0.000 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 98 4558 796 0.079 0.000 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC1 88 4723 ‐470 0.082 0.003 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 ‐106 7418 ‐960 0.129 0.004 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 ‐118 7530 ‐1933 0.131 0.001 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 ‐137 7633 ‐2134 0.133 0.001 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC2 ‐166 9473 ‐3289 0.166 0.004 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 ‐226 3670 ‐2051 0.065 0.008 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 ‐251 4455 ‐3475 0.080 0.003 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 ‐288 5240 ‐3814 0.094 0.003 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC3 ‐352 7408 ‐5620 0.133 0.007 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 325 9808 4037 0.172 0.009 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 265 8403 2578 0.147 0.001 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 227 6959 2192 0.122 0.001 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC4 204 6798 1099 0.118 0.007 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 144 8792 2230 0.153 0.004 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 115 7924 778 0.138 0.000 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 96 7043 619 0.122 0.000 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC6 85 7642 ‐659 0.133 0.003 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 322 7182 4164 0.127 0.008 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 263 5861 2720 0.103 0.001 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 227 4510 2373 0.080 0.001 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC7 205 3955 1295 0.069 0.007 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 ‐225 6164 ‐2112 0.108 0.008 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 ‐250 6854 ‐3544 0.121 0.002 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 ‐288 7539 ‐3913 0.133 0.002 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC8 ‐351 10107 ‐5722 0.179 0.008 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 11 8066 662 0.140 0.000 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 5 7592 ‐546 0.132 0.000 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 ‐1 7114 ‐558 0.124 0.000 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC9 ‐3 8214 ‐1737 0.143 0.000 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 284 7093 3708 0.125 0.007 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 232 5883 2333 0.103 0.001 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 199 4647 2026 0.082 0.001 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC10 179 4256 975 0.074 0.006 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 ‐94 4558 ‐321 0.079 0.003 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 ‐104 4769 ‐1589 0.083 0.001 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 ‐121 4989 ‐1708 0.087 0.001 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC11 ‐147 6451 ‐3140 0.114 0.003 1 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 123 8933 1591 0.155 0.004 2 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 97 8073 494 0.140 0.000 3 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 80 7192 328 0.125 0.000 4 SWB_Bent3_Str3_NoScour_Rev5.0.out_LC12 70 7764 ‐614 0.135 0.002 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 ‐22 8492 393 0.147 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 ‐22 8098 ‐898 0.141 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 ‐25 7702 ‐874 0.134 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC1 ‐24 9061 ‐2151 0.158 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 6 8856 348 0.154 0.000 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 2 8438 ‐533 0.147 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 ‐4 8007 ‐578 0.139 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC2 ‐6 9311 ‐1438 0.162 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 ‐33 8437 260 0.146 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 ‐31 8078 ‐1007 0.140 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 ‐32 7718 ‐966 0.134 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC3 ‐32 9135 ‐2252 0.159 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 18 8614 864 0.150 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 11 8107 ‐496 0.141 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 4 7598 ‐509 0.132 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC4 2 8811 ‐1832 0.153 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 ‐21 9358 271 0.162 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 ‐22 8878 ‐1026 0.154 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 ‐26 8391 ‐1012 0.146 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC6 ‐26 9785 ‐2310 0.170 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 11 9420 630 0.164 0.000 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 5 8824 ‐727 0.153 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 ‐2 8220 ‐747 0.143 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC7 ‐5 9438 ‐2067 0.164 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 ‐28 8235 497 0.143 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 ‐26 7992 ‐772 0.139 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 ‐27 7749 ‐735 0.135 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC8 ‐27 9313 ‐2028 0.162 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 10 8524 823 0.148 0.000 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 4 8083 ‐521 0.140 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 ‐1 7640 ‐529 0.133 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC9 ‐3 8930 ‐1834 0.155 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 ‐23 9457 ‐139 0.164 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 ‐23 9021 ‐976 0.157 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 ‐26 8568 ‐1002 0.149 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC10 ‐26 9951 ‐1829 0.173 0.001 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 6 8576 758 0.149 0.000 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 2 8128 ‐580 0.141 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 ‐4 7678 ‐581 0.133 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC11 ‐6 8978 ‐1896 0.156 0.000 1 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 ‐21 8380 421 0.146 0.001 2 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 ‐21 8004 ‐866 0.139 0.000 3 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 ‐24 7627 ‐835 0.133 0.000 4 SWB_Bent3_Str4A_NoScour_Rev5.0.out_LC12 ‐24 9006 ‐2130 0.157 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 ‐26 5229 603 0.091 0.001 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 ‐24 4967 ‐752 0.086 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 ‐25 4717 ‐670 0.082 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC1 ‐24 5613 ‐2039 0.098 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 9 10034 271 0.174 0.000 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 3 9539 ‐622 0.166 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 ‐3 9025 ‐687 0.157 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC2 ‐6 10452 ‐1554 0.182 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 ‐27 5214 592 0.091 0.001 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 ‐25 4956 ‐761 0.086 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 ‐25 4709 ‐678 0.082 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC3 ‐25 5608 ‐2047 0.098 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 10 10049 283 0.174 0.000 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 4 9550 ‐613 0.166 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 ‐3 9033 ‐679 0.157 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC4 ‐5 10458 ‐1547 0.182 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 ‐22 9562 366 0.166 0.001 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 ‐23 9096 ‐1020 0.158 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 ‐26 8625 ‐998 0.150 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC6 ‐26 10124 ‐2388 0.176 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 1 1428 634 0.025 0.000 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC7 ‐1 1506 ‐932 0.027 0.001 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 ‐23 9548 355 0.166 0.001 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 ‐23 9084 ‐1029 0.158 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 ‐27 8617 ‐1006 0.150 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC8 ‐27 10119 ‐2395 0.176 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 10 9635 802 0.167 0.000 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 4 9122 ‐640 0.158 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 ‐3 8605 ‐652 0.149 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC9 ‐5 10044 ‐2066 0.175 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 ‐27 5627 73 0.098 0.001 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 ‐25 5383 ‐734 0.094 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 ‐25 5137 ‐705 0.089 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC10 ‐25 6021 ‐1528 0.105 0.000 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 1 1428 634 0.025 0.000 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC11 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 ‐22 9562 366 0.166 0.001 2 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 ‐23 9096 ‐1020 0.158 0.000 May 2012 Sellwood Bridge Bent 2/3 Footing Design Joint Proportioning SMJ Pile Case Pb (kips) Pc (kips) M (k‐ft) pc_x pt_x 3 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 ‐26 8625 ‐998 0.150 0.000 4 SWB_Bent3_Str4_NoScour_Rev5.0.out_LC12 ‐26 10124 ‐2388 0.176 0.000 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 17 5985 870 0.104 0.000 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 11 5580 ‐339 0.097 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 6 5178 ‐333 0.090 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC1 4 5935 ‐1508 0.103 0.001 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 ‐35 8416 ‐132 0.146 0.001 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 ‐39 8147 ‐1025 0.142 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 ‐47 7864 ‐1116 0.137 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC2 ‐55 9275 ‐2046 0.161 0.001 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 ‐98 4943 ‐483 0.086 0.003 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 ‐109 5081 ‐1758 0.089 0.001 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 ‐126 5225 ‐1887 0.091 0.001 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC3 ‐153 6639 ‐3326 0.117 0.003 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 114 9169 1562 0.159 0.003 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 90 8392 482 0.146 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 74 7593 319 0.132 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC4 64 8339 ‐620 0.145 0.002 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 1 1428 634 0.025 0.000 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 0 1277 ‐189 0.022 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 ‐1 1147 ‐112 0.020 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC5 ‐1 1506 ‐932 0.027 0.001 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 17 8951 653 0.155 0.001 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 10 8397 ‐574 0.146 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 3 7833 ‐609 0.136 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC6 0 8965 ‐1797 0.156 0.000 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 105 6942 1388 0.121 0.003 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 83 6121 330 0.106 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 68 5285 207 0.092 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC7 60 5489 ‐711 0.095 0.002 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 ‐92 7556 ‐353 0.131 0.003 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 ‐103 7708 ‐1631 0.134 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 ‐121 7858 ‐1791 0.137 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC8 ‐147 9852 ‐3238 0.172 0.004 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 2 7674 666 0.133 0.000 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 ‐2 7308 ‐522 0.127 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 ‐6 6940 ‐523 0.121 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC9 ‐8 8133 ‐1686 0.142 0.000 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 54 6381 997 0.111 0.002 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 42 5871 40 0.102 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 33 5353 ‐25 0.093 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC10 28 5951 ‐909 0.103 0.001 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 ‐32 5634 336 0.098 0.001 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 ‐36 5453 ‐862 0.095 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 ‐42 5277 ‐884 0.092 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC11 ‐51 6321 ‐2136 0.110 0.001 1 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 12 8740 357 0.152 0.000 2 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 6 8260 ‐538 0.143 0.000 3 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 0 7764 ‐591 0.135 0.000 4 SWB_Bent3_Str5_NoScour_Rev5.0.out_LC12 ‐3 8910 ‐1455 0.155 0.000 Max 0.543 0.292 May 2012 Drawings Loads Narrative Analysis Models Bent 2 Bent 3 Calculations STM Xtract Joint Shear 285 Liberty St. NE, Suite 350 Salem, OR 97301 Bridge Design Calculations 100%_ Main Span Superstructure – Bent 1 & 4 Concrete Caps and Diaphragms Bridge No. 21493 Willamette River (Sellwood) Bridge Location: Portland, OR Project Title: Sellwood Bridge Project Oswego Highway and Tacoma St. Project Number: 500042.00 Client: Multnomah County Design Calculations By: Evan Kristof, EIT T.Y.Lin International 8625 SW Cascade Ave., Suite 604 Portland, OR 97008 Jesse Escamilla III, P.E. T.Y.Lin International 60 East Rio Salado Parkway, Suite 501 Tempe, AZ 85281 The bridge design calculations contained herein have been prepared by or under the direction of the following Registered Civil Engineer: May 2012 1 Sellwood Willamette River Bridge 100% Calculation Book TABLE OF CONTENTS Design Overview 3 Drawings Bent 1 5 ‐ 15 Pages Bent 1 5 15 Bent 4 16 ‐ 19 Bent Cap Beams P‐M Interaction Design (All demands) General 21 STR/EE2/500YR: Inside Face of Column 22 ‐ 53 STR/EE2/500YR: Midspan 54 71STR/EE2/500YR: Midspan 54 ‐ 71 1000YR: Inside Face of Column 72 ‐ 79 1000YR: Midspan 80 ‐ 85 XTRACT Input File 86 ‐ 126 Strut & Tie Design (EQ loads only) NOTE: only Bent 1 calculations included in this calculation book G l 28 30General 128 ‐ 130 Top of Column Connection Demands 131 ‐ 136 Anchorage C/T Resultant Calculations 137 ‐ 152 Column/Girder Resultant Summary 153 ‐ 154 Truss Diagrams 155 ‐ 159 Ties: Steel Areas 160 ‐ 162 Force Diagrams 163 ‐ 166 Strut and Tie Calculations 167 ‐ 178 CAST Input/Output Files 179 ‐ 245 Shear Lugs Loads 247 Design 248 ‐ 249 End Diaphragm & Transverse Restrainer Background 251 Plan Sheets 252 ‐ 257 Restrainer Design Calculations 258 ‐ 263 End Diaphragm Design Calculations 264 ‐ 274 5/25/2012 Page 1 of 1   Sellwood Willamette River Bridge      100% Calculation Book    5/18/2012  3    General Design Overview  The calculations provided herein are for the following main span elements at Bents 1 & 4: concrete cap  beams, concrete shear lugs, and steel end diaphragms/restrainers.  The design of these members is in accordance with the Sellwood Bridge Project Specific Design Criteria,  which adheres to the provisions of the AASHTO LRFD Specification for Highway Bridges 2010 (“LRFD”).   The calculations are based on design forces provided by the 3D LARSA Structural Analysis Model, as  described in a separate calculation book. The calculations evaluated applicable limit states for the  various combinations of Strength, Service, and Extreme Events, which include both seismic and vessel  collision.   Bent Cap Beams  The bent cap beams are reinforced concrete members designed per LRFD § 5.  The bent cap beams are  designed for combined axial and bending demands per § 5.7, with capacities calculated using XTRACT.  For transverse seismic events, the bent cap beams are also designed with a strut‐and‐tie model  developed in accordance with LRFD § 5.6.3.  Shear Lugs  The shear lugs are reinforced concrete members, with force transfer to the end diaphragm occurring  through a horizontally oriented bearing.  The shear lugs are designed to resist 1.2 times the main span  transverse seismic shears, using the strut‐and‐tie provisions of LRFD § 5.6.3 to determine capacity.  End Diaphragms  See the end diaphragm/restrainer portion of the calc book for applicable design information.  4 EKristof Text Box Drawings 5 6 engineers | planners | scientists Q :\ 5 0 0 0 4 2 .0 0 _ S e ll w o o d \6 0 0 C A D D \1 _ O ff ic ia l\ S L W _ B R ID G E _ S H E E T _ 2 0 1 3 -0 0 _ T Y L I_ B E N T 1 C A P B E A M D E T A IL S 1 .d w g , 5 /2 4 /2 0 1 2 7 :5 3 :1 7 A M 7 engineers | planners | scientists Q :\ 5 0 0 0 4 2 .0 0 _ S e ll w o o d \6 0 0 C A D D \1 _ O ff ic ia l\ S L W _ B R ID G E _ S H E E T _ 2 0 1 4 -0 0 _ T Y L I_ B E N T 1 C A P B E A M D E T A IL S 2 .d w g , 5 /2 4 /2 0 1 2 7 :5 5 :2 3 A M 8 9 engineers | planners | scientists Q :\ 5 0 0 0 4 2 .0 0 _ S e ll w o o d \6 0 0 C A D D \1 _ O ff ic ia l\ S L W _ B R ID G E _ S H E E T _ 2 0 1 5 -0 1 _ T Y L I_ B E N T 1 C A P B E A M D E T A IL S 4 .d w g , 5 /2 4 /2 0 1 2 7 :0 8 :2 7 A M 10 11 12 13 14 15 engineers | planners | scientists Q :\ 5 0 0 0 4 2 .0 0 _ S e ll w o o d \6 0 0 C A D D \1 _ O ff ic ia l\ S L W _ B R ID G E _ S H E E T _ 2 0 8 0 -0 0 _ T Y L I_ B E N T 4 E L E V A T IO N S .d w g , 5 /2 4 /2 0 1 2 1 0 :4 1 :2 1 A M 16 17 engineers | planners | scientists Q :\ 5 0 0 0 4 2 .0 0 _ S e ll w o o d \6 0 0 C A D D \1 _ O ff ic ia l\ S L W _ B R ID G E _ S H E E T _ 2 0 9 3 -0 0 _ T Y L I_ B E N T 4 C A P B E A M D E T A IL S 1 .d w g , 5 /2 4 /2 0 1 2 7 :5 2 :1 3 A M 18 19 20 EKristof Text Box Bent Cap Beams P-M Design 21   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Summary 50000 60000 Demand‐Capacity Factored Capacity Nominal Capacity Demand 30000 40000 50000 x ia l  F o rc e  ( k ) 0 10000 20000 A x Capacity  (from XTRACT) ‐6007 ‐45250 0.0000 0.75 ‐5406 ‐35006 min 49850 45100 0.0080 0.90 37388 35352 max ‐10000 ‐50000 ‐40000 ‐30000 ‐20000 ‐10000 0 10000 20000 30000 40000 50000 Moment (k‐ft) Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 49850 1 0.00000 0.75 37388 1 49760 ‐11 0.00000 0.75 37320 ‐8 49590 129 0.00000 0.75 37193 97 49310 462 0.00000 0.75 36983 347 48910 1037 0.00000 0.75 36683 778 48270 2208 0.00000 0.75 36203 1656 0°  Bending Angle 47390 3968 0.00000 0.75 35543 2976 46310 6125 0.00000 0.75 34733 4594 44990 8708 0.00000 0.75 33743 6531 43420 11720 0.00000 0.75 32565 8790 41640 15130 0.00000 0.75 31230 11348 39650 18910 0.00000 0.75 29738 14183 37470 23030 0.00000 0.75 28103 17273 35120 27430 0.00000 0.75 26340 20573 32660 31890 0.00000 0.75 24495 23918 30400 35380 0.00017 0.75 22800 26535 28390 37980 0.00038 0.75 21293 28485 26580 39920 0.00059 0.75 19935 29940 24940 41360 0.00080 0.75 18705 31020 23450 42450 0.00101 0.75 17588 31838 22070 43290 0.00122 0.75 16553 32468 20790 43930 0.00143 0.75 15593 32948 19600 44430 0.00164 0.75 14700 33323 18500 44800 0.00185 0.75 13875 33600 17470 45100 0.00207 0.75 13159 33972 16630 44830 0.00228 0.76 12702 34241 15850 44490 0.00249 0.77 12273 34451 15130 44130 0.00270 0.78 11876 34638 14440 43730 0.00291 0.80 11486 34785 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 1 / 64 22   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Capacity  (from XTRACT) ‐6007 ‐45250 0.0000 0.75 ‐5406 ‐35006 min 49850 45100 0.0080 0.90 37388 35352 max Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 0°  Bending Angle 13810 43300 0.00312 0.81 11132 34902 13210 42860 0.00333 0.82 10787 34999 12630 42400 0.00354 0.83 10447 35071 12100 41960 0.00375 0.84 10136 35150 11570 41510 0.00397 0.85 9814 35211 11090 41050 0.00418 0.86 9524 35254 10640 40600 0.00439 0.87 9250 35296 10180 40140 0.00460 0.88 8957 35319 9762 39700 0.00481 0.89 8693 35351 9368 39280 0.00502 0.90 8431 35352 8976 38870 0 00523 0 90 8078 349838976 38870 0.00523 0.90 8078 34983 8586 38440 0.00544 0.90 7727 34596 8221 38040 0.00565 0.90 7399 34236 7966 37630 0.00586 0.90 7169 33867 7725 37220 0.00608 0.90 6953 33498 7482 36790 0.00629 0.90 6734 33111 7250 36380 0.00650 0.90 6525 32742 7033 35990 0.00671 0.90 6330 32391 6833 35620 0.00692 0.90 6150 32058 6641 35260 0.00713 0.90 5977 31734 6447 34890 0 00734 0 90 5802 314016447 34890 0.00734 0.90 5802 31401 6250 34520 0.00755 0.90 5625 31068 6066 34170 0.00776 0.90 5459 30753 5894 33830 0.00798 0.90 5305 30447 5267 32480 0.00800 0.90 4740 29232 4493 30700 0.00800 0.90 4044 27630 3611 28480 0.00800 0.90 3250 25632 2658 25970 0.00800 0.90 2392 23373 1697 23360 0.00800 0.90 1527 21024 730 20640 0.00800 0.90 657 18576 ‐225 17880 0.00800 0.90 ‐202 16092 ‐1165 15100 0.00800 0.90 ‐1049 13590 ‐2022 12500 0.00800 0.90 ‐1820 11250 ‐2826 10020 0.00800 0.90 ‐2543 9018 ‐3486 7922 0.00800 0.90 ‐3137 7130 ‐4017 6214 0.00800 0.90 ‐3615 5593 ‐4406 4962 0.00800 0.90 ‐3965 4466 ‐4631 4268 0.00800 0.90 ‐4168 3841 ‐4841 3625 0.00800 0.90 ‐4357 3263 ‐5051 2982 0.00800 0.90 ‐4546 2684 ‐5255 2353 0.00800 0.90 ‐4730 2118 ‐5448 1748 0.00800 0.90 ‐4903 1573 ‐5641 1144 0.00800 0.90 ‐5077 1030 ‐5834 540 0.00800 0.90 ‐5251 486 ‐5995 34 0.00800 0.90 ‐5396 31 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐36007 4 0.00800 0.90 5406 3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 2 / 64 23   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Capacity  (from XTRACT) ‐6007 ‐45250 0.0000 0.75 ‐5406 ‐35006 min 49850 45100 0.0080 0.90 37388 35352 max Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 0°  Bending Angle ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0 00800 0 90 ‐5406 ‐3‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 6007 4 0 00800 0 90 5406 3‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐6007 ‐4 0.00800 0.90 ‐5406 ‐3 ‐5842 ‐525 0.00800 0.90 ‐5258 ‐473 ‐5670 ‐1069 0.00800 0.90 ‐5103 ‐962 ‐5499 ‐1613 0.00800 0.90 ‐4949 ‐1452 ‐5327 ‐2156 0.00800 0.90 ‐4794 ‐1940 ‐5147 ‐2718 0.00800 0.90 ‐4632 ‐2446 ‐4958 ‐3300 0.00800 0.90 ‐4462 ‐2970 ‐4769 ‐3882 0.00800 0.90 ‐4292 ‐3494 ‐4575 ‐4483 0.00800 0.90 ‐4118 ‐4035 ‐4224 ‐5617 0.00800 0.90 ‐3802 ‐5055 ‐3741 ‐7181 0.00800 0.90 ‐3367 ‐6463 ‐3113 ‐9183 0.00800 0.90 ‐2802 ‐8265 ‐2337 ‐11590 0.00800 0.90 ‐2103 ‐10431 ‐1506 ‐14130 0.00800 0.90 ‐1355 ‐12717 ‐588 ‐16850 0.00800 0.90 ‐530 ‐15165 336 ‐19530 0.00800 0.90 302 ‐17577 1294 ‐22230 0.00800 0.90 1165 ‐20007 2227 ‐24780 0.00800 0.90 2004 ‐22302 3171 ‐27260 0.00800 0.90 2854 ‐24534 4054 ‐29500 0.00800 0.90 3649 ‐26550 4793 ‐31180 0.00800 0.90 4314 ‐28062 5507 ‐32680 0.00800 0.90 4956 ‐29412 5762 ‐33080 0.00780 0.90 5186 ‐29772 6014 ‐33470 0.00758 0.90 5413 ‐30123 6278 ‐33870 0.00737 0.90 5650 ‐304836278 33870 0.00737 0.90 5650 30483 6538 ‐34260 0.00716 0.90 5884 ‐30834 6798 ‐34650 0.00695 0.90 6118 ‐31185 7065 ‐35050 0.00674 0.90 6359 ‐31545 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 3 / 64 24   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Capacity  (from XTRACT) ‐6007 ‐45250 0.0000 0.75 ‐5406 ‐35006 min 49850 45100 0.0080 0.90 37388 35352 max Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 0°  Bending Angle 7350 ‐35470 0.00653 0.90 6615 ‐31923 7648 ‐35910 0.00631 0.90 6883 ‐32319 7959 ‐36360 0.00610 0.90 7163 ‐32724 8267 ‐36800 0.00589 0.90 7440 ‐33120 8579 ‐37240 0.00568 0.90 7721 ‐33516 8922 ‐37710 0.00547 0.90 8030 ‐33939 9293 ‐38190 0.00526 0.90 8364 ‐34371 9668 ‐38680 0.00504 0.90 8701 ‐34812 10040 ‐39160 0.00483 0.89 8951 ‐34913 10450 ‐39660 0.00462 0.88 9206 ‐34940 10890 ‐40180 0 00441 0 87 9479 ‐3497310890 ‐40180 0.00441 0.87 9479 ‐34973 11320 ‐40690 0.00420 0.86 9733 ‐34985 11780 ‐41220 0.00399 0.85 10004 ‐35006 12290 ‐41730 0.00377 0.84 10307 ‐34997 12800 ‐42230 0.00356 0.83 10599 ‐34969 13350 ‐42740 0.00335 0.82 10914 ‐34940 13930 ‐43250 0.00314 0.81 11240 ‐34898 14520 ‐43740 0.00293 0.80 11562 ‐34830 15190 ‐44200 0.00272 0.79 11936 ‐34730 15880 ‐44620 0.00250 0.78 12309 ‐34587 16640 45010 0 00229 0 76 12722 3441216640 ‐45010 0.00229 0.76 12722 ‐34412 17480 ‐45250 0.00208 0.75 13180 ‐34119 18510 ‐44980 0.00187 0.75 13883 ‐33735 19620 ‐44590 0.00166 0.75 14715 ‐33443 20820 ‐44090 0.00145 0.75 15615 ‐33068 22100 ‐43450 0.00123 0.75 16575 ‐32588 23490 ‐42610 0.00102 0.75 17618 ‐31958 24990 ‐41510 0.00081 0.75 18743 ‐31133 26630 ‐40070 0.00060 0.75 19973 ‐30053 28450 ‐38130 0.00039 0.75 21338 ‐28598 30470 ‐35530 0.00017 0.75 22853 ‐26648 32720 ‐32050 0.00000 0.75 24540 ‐24038 35190 ‐27600 0.00000 0.75 26393 ‐20700 37550 ‐23210 0.00000 0.75 28163 ‐17408 39730 ‐19100 0.00000 0.75 29798 ‐14325 41710 ‐15330 0.00000 0.75 31283 ‐11498 43460 ‐11910 0.00000 0.75 32595 ‐8933 44960 ‐8875 0.00000 0.75 33720 ‐6656 46260 ‐6253 0.00000 0.75 34695 ‐4690 47360 ‐4040 0.00000 0.75 35520 ‐3030 48270 ‐2224 0.00000 0.75 36203 ‐1668 48910 ‐1033 0.00000 0.75 36683 ‐775 49310 ‐460 0.00000 0.75 36983 ‐345 49590 ‐127 0.00000 0.75 37193 ‐95 49760 13 0.00000 0.75 37320 10 49850 1 0.00000 0.75 37388 1 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 4 / 64 25   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data Summary Fx Fy Fz Mx My Mz k k k kip‐ft kip‐ft kip‐ft ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 1572 ‐1279 ‐53 182 ‐80 6937 max FX ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 ‐1885 ‐1279 ‐53 182 ‐80 6937 min FX ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1559 1370 ‐54 182 ‐79 7080 max FY ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1559 ‐2038 ‐54 182 ‐79 7080 min FY ColumnCaps_500YR_EnvRSA_EQ_A 482 306 893 182 80 60 948 max FZ Load Combination Element ID p _ _ _ _ ColumnCaps_500YR_EnvRSA_EQ_A 482 306 893 ‐182 80 60 948 min FZ ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 938 781 40 410 365 6422 max MX ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 938 781 40 ‐410 365 6422 min MX ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 782 446 452 86 150 379 1737 max MY ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 782 446 452 86 150 ‐379 1737 min MY ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 977 ‐2038 42 407 347 7746 max MZ ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 977 ‐2038 42 407 347 ‐10594 max MZ Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft B1&B4_CapBeams_EE2_HalfScour_Fx_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams EE2 HalfScour Fx Max 483 0 0 0 0 0 0 0 00 0 0 Load Combination Element ID Transformed Demands B1&B4_CapBeams_EE2_HalfScour_Fx_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 782 246 249 0 0 0 ‐441 0.00 ‐246 ‐441 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 783 246 249 0 0 0 ‐287 0.00 ‐246 ‐287 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 785 255 ‐247 0 0 0 ‐715 0.00 ‐255 ‐715 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 786 27 ‐735 0 0 0 139 0.00 ‐27 139 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 482 ‐312 827 0 0 ‐7 ‐2182 0.18 312 ‐2182 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 483 ‐312 827 0 0 ‐7 ‐2377 0.17 312 ‐2377 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 486 ‐265 ‐734 0 1 ‐6 ‐2564 0.14 265 ‐2564 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 487 ‐265 ‐734 0 1 ‐6 ‐2399 0.15 265 ‐2399 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 786 ‐131 ‐1171 0 0 0 ‐333 0.00 131 ‐333 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 482 ‐274 865 0 0 ‐6 ‐2239 0.17 274 ‐2239 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 483 ‐274 865 0 0 ‐6 ‐2411 0.15 274 ‐2411 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 782 168 315 0 0 0 ‐999 0.00 ‐168 ‐999 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 783 168 315 0 0 0 ‐895 0.00 ‐168 ‐895 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 486 ‐228 ‐797 0 1 ‐7 ‐2739 0.15 228 ‐2739 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 487 ‐228 ‐797 0 1 ‐7 ‐2596 0.16 228 ‐2596 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 785 159 ‐325 0 0 0 ‐1429 0.00 ‐159 ‐1429 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 786 ‐114 ‐1219 0 0 0 ‐313 0.00 114 ‐313 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 482 ‐241 604 0 ‐1 ‐5 ‐1627 0.19 241 ‐1627 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 483 ‐241 604 0 ‐1 ‐5 ‐1778 0.17 241 ‐1778 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 486 ‐32 ‐468 0 ‐1 ‐3 ‐1388 0.12 32 ‐1388 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 487 ‐32 ‐468 0 ‐1 ‐3 ‐1368 0.12 32 ‐1368 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 782 183 255 0 0 0 ‐506 0.00 ‐183 ‐506 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 783 183 255 0 0 0 ‐392 0.00 ‐183 ‐392 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 785 169 ‐290 0 0 0 ‐1150 0.00 ‐169 ‐1150 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 786 ‐81 ‐1118 0 0 0 ‐274 0.00 81 ‐274 B1&B4 CapBeams EE2 HalfScour Fz Min 482 ‐108 704 0 1 ‐3 ‐1654 0.12 108 ‐1654_ p _ _ _ _ B1&B4_CapBeams_EE2_HalfScour_Fz_Min 483 ‐108 704 0 1 ‐3 ‐1721 0.11 108 ‐1721 B1&B4_CapBeams_EE2_HalfScour_Fz_Min 486 ‐246 ‐734 0 1 ‐7 ‐2565 0.15 246 ‐2565 B1&B4_CapBeams_EE2_HalfScour_Fz_Min 487 ‐246 ‐734 0 1 ‐7 ‐2411 0.16 246 ‐2411 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 5 / 64 26   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams EE2 HalfScour Fz Min 782 117 205 0 0 0 ‐583 0.00 ‐117 ‐583_ p _ _ _ _ B1&B4_CapBeams_EE2_HalfScour_Fz_Min 783 117 205 0 0 0 ‐510 0.00 ‐117 ‐510 B1&B4_CapBeams_EE2_HalfScour_Fz_Min 785 141 ‐186 0 0 0 ‐570 0.00 ‐141 ‐570 B1&B4_CapBeams_EE2_HalfScour_Fz_Min 786 ‐24 ‐749 0 0 0 7 0.00 24 7 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 482 ‐108 704 0 1 ‐3 ‐1656 0.12 108 ‐1656 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 483 ‐108 705 0 1 ‐3 ‐1724 0.11 108 ‐1724 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 486 ‐246 ‐735 0 1 ‐7 ‐2568 0.15 246 ‐2568 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 487 ‐246 ‐735 0 1 ‐7 ‐2415 0.16 246 ‐2415 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 782 154 164 0 0 0 ‐183 0.00 ‐154 ‐183 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 783 150 151 0 0 0 ‐42 0.00 ‐150 ‐42 B1&B4 CapBeams EE2 HalfScour Mx Max 785 105 ‐230 0 0 0 ‐1054 0 00 ‐105 ‐1054B1&B4_CapBeams_EE2_HalfScour_Mx_Max 785 105 ‐230 0 0 0 ‐1054 0.00 ‐105 ‐1054 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 786 ‐93 ‐840 0 0 0 ‐361 0.00 93 ‐361 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 482 ‐241 604 0 ‐1 ‐5 ‐1626 0.19 241 ‐1626 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 483 ‐241 604 0 ‐1 ‐5 ‐1777 0.17 241 ‐1777 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 486 ‐33 ‐468 0 ‐1 ‐3 ‐1390 0.12 33 ‐1390 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 487 ‐33 ‐468 0 ‐1 ‐3 ‐1370 0.12 33 ‐1370 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 782 147 297 0 0 0 ‐890 0.00 ‐147 ‐890 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 783 149 301 0 0 0 ‐826 0.00 ‐149 ‐826 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 785 215 ‐248 0 0 0 ‐707 0.00 ‐215 ‐707 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 786 ‐7 ‐1029 0 0 0 70 0.00 7 70 B1&B4 C B EE2 H lfS M M 482 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_EE2_HalfScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Max 782 157 279 0 0 0 ‐740 0.00 ‐157 ‐740 B1&B4_CapBeams_EE2_HalfScour_My_Max 783 157 279 0 0 0 ‐642 0.00 ‐157 ‐642 B1&B4_CapBeams_EE2_HalfScour_My_Max 785 162 ‐287 0 0 0 ‐1114 0.00 ‐162 ‐1114 B1&B4_CapBeams_EE2_HalfScour_My_Max 786 ‐83 ‐1111 0 0 0 ‐256 0.00 83 ‐256 B1&B4_CapBeams_EE2_HalfScour_My_Min 482 ‐299 825 0 ‐1 ‐7 ‐2174 0.19 299 ‐2174 B1&B4_CapBeams_EE2_HalfScour_My_Min 483 ‐299 825 0 ‐1 ‐7 ‐2361 0.17 299 ‐2361 B1&B4_CapBeams_EE2_HalfScour_My_Min 486 ‐252 ‐761 0 1 ‐8 ‐2655 0.17 252 ‐2655 B1&B4_CapBeams_EE2_HalfScour_My_Min 487 ‐252 ‐761 0 1 ‐8 ‐2497 0.18 252 ‐2497 B1&B4_CapBeams_EE2_HalfScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 783 139 142 0 0 0 23 0.00 ‐139 23 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 786 10 ‐756 0 0 0 301 0.00 ‐10 301 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 482 ‐277 848 0 0 ‐6 ‐2262 0.16 277 ‐2262 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 483 ‐286 847 0 0 ‐7 ‐2438 0.15 286 ‐2438 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 486 ‐237 ‐796 0 1 ‐7 ‐2754 0.15 237 ‐2754 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 487 ‐236 ‐797 0 1 ‐7 ‐2606 0.16 236 ‐2606 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 782 173 313 0 0 0 ‐1009 0.00 ‐173 ‐1009 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 783 171 313 0 0 0 ‐902 0.00 ‐171 ‐902 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 785 171 ‐323 0 0 0 ‐1438 0.00 ‐171 ‐1438 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 786 ‐116 ‐1173 0 0 0 ‐487 0.00 116 ‐487 B1&B4_CapBeams_EE2_NoScour_Fx_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Max 782 244 251 0 0 0 ‐464 0.00 ‐244 ‐464 B1&B4_CapBeams_EE2_NoScour_Fx_Max 783 244 251 0 0 0 ‐312 0.00 ‐244 ‐312 B1&B4_CapBeams_EE2_NoScour_Fx_Max 785 253 ‐249 0 0 0 ‐744 0.00 ‐253 ‐744 B1&B4 CapBeams EE2 NoScour Fx Max 786 22 ‐741 0 0 0 118 0.00 ‐22 118B1&B4_CapBeams_EE2_NoScour_Fx_Max 786 22 741 0 0 0 118 0.00 22 118 B1&B4_CapBeams_EE2_NoScour_Fx_Min 482 ‐308 827 0 0 ‐7 ‐2175 0.18 308 ‐2175 B1&B4_CapBeams_EE2_NoScour_Fx_Min 483 ‐308 827 0 0 ‐7 ‐2367 0.17 308 ‐2367 B1&B4_CapBeams_EE2_NoScour_Fx_Min 486 ‐260 ‐734 0 1 ‐6 ‐2553 0.14 260 ‐2553 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 6 / 64 27   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams EE2 NoScour Fx Min 487 ‐260 ‐734 0 1 ‐6 ‐2391 0.15 260 ‐2391_ p _ _ _ _ B1&B4_CapBeams_EE2_NoScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Min 786 ‐127 ‐1166 0 0 0 ‐313 0.00 127 ‐313 B1&B4_CapBeams_EE2_NoScour_Fy_Max 482 ‐271 864 0 0 ‐6 ‐2232 0.17 271 ‐2232 B1&B4_CapBeams_EE2_NoScour_Fy_Max 483 ‐271 864 0 0 ‐6 ‐2401 0.15 271 ‐2401 B1&B4_CapBeams_EE2_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Max 782 170 312 0 0 0 ‐975 0.00 ‐170 ‐975 B1&B4 CapBeams EE2 NoScour Fy Max 783 170 312 0 0 0 ‐868 0 00 ‐170 ‐868B1&B4_CapBeams_EE2_NoScour_Fy_Max 783 170 312 0 0 0 ‐868 0.00 ‐170 ‐868 B1&B4_CapBeams_EE2_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 486 ‐230 ‐796 0 1 ‐7 ‐2739 0.15 230 ‐2739 B1&B4_CapBeams_EE2_NoScour_Fy_Min 487 ‐230 ‐796 0 1 ‐7 ‐2596 0.16 230 ‐2596 B1&B4_CapBeams_EE2_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 785 162 ‐323 0 0 0 ‐1402 0.00 ‐162 ‐1402 B1&B4 C B EE2 N S F Mi 786 110 1214 0 0 0 293 0 00 110 293B1&B4_CapBeams_EE2_NoScour_Fy_Min 786 ‐110 ‐1214 0 0 0 ‐293 0.00 110 ‐293 B1&B4_CapBeams_EE2_NoScour_Fz_Max 482 ‐237 603 0 ‐1 ‐5 ‐1618 0.19 237 ‐1618 B1&B4_CapBeams_EE2_NoScour_Fz_Max 483 ‐237 603 0 ‐1 ‐5 ‐1766 0.17 237 ‐1766 B1&B4_CapBeams_EE2_NoScour_Fz_Max 486 ‐37 ‐471 0 ‐1 ‐3 ‐1407 0.12 37 ‐1407 B1&B4_CapBeams_EE2_NoScour_Fz_Max 487 ‐37 ‐471 0 ‐1 ‐3 ‐1384 0.13 37 ‐1384 B1&B4_CapBeams_EE2_NoScour_Fz_Max 782 187 257 0 0 0 ‐503 0.00 ‐187 ‐503 B1&B4_CapBeams_EE2_NoScour_Fz_Max 783 187 257 0 0 0 ‐386 0.00 ‐187 ‐386 B1&B4_CapBeams_EE2_NoScour_Fz_Max 785 175 ‐294 0 0 0 ‐1183 0.00 ‐175 ‐1183 B1&B4_CapBeams_EE2_NoScour_Fz_Max 786 ‐79 ‐1131 0 0 0 ‐294 0.00 79 ‐294 B1&B4_CapBeams_EE2_NoScour_Fz_Min 482 ‐113 708 0 1 ‐3 ‐1671 0.12 113 ‐1671 B1&B4_CapBeams_EE2_NoScour_Fz_Min 483 ‐113 708 0 1 ‐3 ‐1742 0.11 113 ‐1742 B1&B4_CapBeams_EE2_NoScour_Fz_Min 486 ‐241 ‐733 0 1 ‐7 ‐2554 0.15 241 ‐2554 B1&B4_CapBeams_EE2_NoScour_Fz_Min 487 ‐241 ‐733 0 1 ‐7 ‐2403 0.16 241 ‐2403 B1&B4_CapBeams_EE2_NoScour_Fz_Min 782 114 207 0 0 0 ‐598 0.00 ‐114 ‐598 B1&B4_CapBeams_EE2_NoScour_Fz_Min 783 114 207 0 0 0 ‐527 0.00 ‐114 ‐527 B1&B4_CapBeams_EE2_NoScour_Fz_Min 785 141 ‐184 0 0 0 ‐550 0.00 ‐141 ‐550 B1&B4_CapBeams_EE2_NoScour_Fz_Min 786 ‐21 ‐745 0 0 0 18 0.00 21 18 B1&B4_CapBeams_EE2_NoScour_Mx_Max 482 ‐114 709 0 1 ‐3 ‐1673 0.12 114 ‐1673 B1&B4_CapBeams_EE2_NoScour_Mx_Max 483 ‐114 709 0 1 ‐3 ‐1744 0.11 114 ‐1744 B1&B4_CapBeams_EE2_NoScour_Mx_Max 486 ‐241 ‐735 0 1 ‐7 ‐2557 0.15 241 ‐2557 B1&B4_CapBeams_EE2_NoScour_Mx_Max 487 ‐241 ‐735 0 1 ‐7 ‐2407 0.16 241 ‐2407 B1&B4_CapBeams_EE2_NoScour_Mx_Max 782 148 163 0 0 0 ‐203 0.00 ‐148 ‐203 B1&B4_CapBeams_EE2_NoScour_Mx_Max 783 148 163 0 0 0 ‐96 0.00 ‐148 ‐96 B1&B4_CapBeams_EE2_NoScour_Mx_Max 785 100 ‐223 0 0 0 ‐988 0.00 ‐100 ‐988 B1&B4_CapBeams_EE2_NoScour_Mx_Max 786 ‐92 ‐829 0 0 0 ‐315 0.00 92 ‐315 B1&B4_CapBeams_EE2_NoScour_Mx_Min 482 ‐236 603 0 ‐1 ‐5 ‐1618 0.19 236 ‐1618 B1&B4_CapBeams_EE2_NoScour_Mx_Min 483 ‐236 603 0 ‐1 ‐5 ‐1766 0.17 236 ‐1766 B1&B4_CapBeams_EE2_NoScour_Mx_Min 486 ‐37 ‐472 0 ‐1 ‐3 ‐1410 0.12 37 ‐1410 B1&B4_CapBeams_EE2_NoScour_Mx_Min 487 ‐37 ‐472 0 ‐1 ‐3 ‐1386 0.13 37 ‐1386 B1&B4_CapBeams_EE2_NoScour_Mx_Min 782 145 292 0 0 0 ‐859 0.00 ‐145 ‐859 B1&B4_CapBeams_EE2_NoScour_Mx_Min 783 143 294 0 0 0 ‐785 0.00 ‐143 ‐785 B1&B4_CapBeams_EE2_NoScour_Mx_Min 785 200 ‐249 0 0 0 ‐708 0.00 ‐200 ‐708 B1&B4_CapBeams_EE2_NoScour_Mx_Min 786 ‐19 ‐1029 0 0 0 57 0.00 19 57 B1&B4_CapBeams_EE2_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Max 782 156 281 0 0 0 ‐753 0.00 ‐156 ‐753 B1&B4_CapBeams_EE2_NoScour_My_Max 783 156 281 0 0 0 ‐655 0.00 ‐156 ‐655 B1&B4 CapBeams EE2 NoScour My Max 785 159 ‐289 0 0 0 ‐1134 0.00 ‐159 ‐1134B1&B4_CapBeams_EE2_NoScour_My_Max 785 159 289 0 0 0 1134 0.00 159 1134 B1&B4_CapBeams_EE2_NoScour_My_Max 786 ‐87 ‐1115 0 0 0 ‐273 0.00 87 ‐273 B1&B4_CapBeams_EE2_NoScour_My_Min 482 ‐295 824 0 ‐1 ‐7 ‐2167 0.19 295 ‐2167 B1&B4_CapBeams_EE2_NoScour_My_Min 483 ‐295 824 0 ‐1 ‐7 ‐2351 0.17 295 ‐2351 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 7 / 64 28   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams EE2 NoScour My Min 486 ‐248 ‐760 0 1 ‐8 ‐2642 0.17 248 ‐2642_ p _ _ _ y_ B1&B4_CapBeams_EE2_NoScour_My_Min 487 ‐248 ‐760 0 1 ‐8 ‐2488 0.18 248 ‐2488 B1&B4_CapBeams_EE2_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams EE2 NoScour Mz Max 782 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_EE2_NoScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 786 5 ‐762 0 0 0 280 0.00 ‐5 280 B1&B4_CapBeams_EE2_NoScour_Mz_Min 482 ‐273 847 0 0 ‐6 ‐2254 0.16 273 ‐2254 B1&B4_CapBeams_EE2_NoScour_Mz_Min 483 ‐282 846 0 0 ‐7 ‐2427 0.15 282 ‐2427 B1&B4_CapBeams_EE2_NoScour_Mz_Min 486 ‐232 ‐795 0 1 ‐7 ‐2742 0.15 232 ‐2742 B1&B4_CapBeams_EE2_NoScour_Mz_Min 487 ‐232 ‐795 0 1 ‐7 ‐2597 0.16 232 ‐2597 B1&B4_CapBeams_EE2_NoScour_Mz_Min 782 176 311 0 0 0 ‐985 0.00 ‐176 ‐985 B1&B4_CapBeams_EE2_NoScour_Mz_Min 783 174 311 0 0 0 ‐876 0.00 ‐174 ‐876 B1&B4 C B EE2 N S M Mi 785 173 321 0 0 0 1411 0 00 173 1411B1&B4_CapBeams_EE2_NoScour_Mz_Min 785 173 ‐321 0 0 0 ‐1411 0.00 ‐173 ‐1411 B1&B4_CapBeams_EE2_NoScour_Mz_Min 786 ‐112 ‐1168 0 0 0 ‐467 0.00 112 ‐467 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 482 18 603 0 1 ‐3 ‐1481 0.12 ‐18 ‐1481 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 483 18 603 0 1 ‐3 ‐1470 0.12 ‐18 ‐1470 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 486 26 ‐591 0 0 ‐4 ‐1834 0.12 ‐26 ‐1834 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 487 26 ‐591 0 0 ‐4 ‐1850 0.12 ‐26 ‐1850 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 782 321 208 0 0 0 ‐450 0.00 ‐321 ‐450 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 783 321 208 0 0 0 ‐249 0.00 ‐321 ‐249 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 785 335 ‐196 0 0 0 ‐665 0.00 ‐335 ‐665 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 786 74 ‐862 0 0 0 130 0.00 ‐74 130 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 482 ‐307 652 0 ‐1 ‐6 ‐1694 0.19 307 ‐1694 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 483 ‐307 652 0 ‐1 ‐6 ‐1886 0.17 307 ‐1886 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 486 ‐297 ‐583 0 1 ‐5 ‐2020 0.14 297 ‐2020 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 487 ‐297 ‐583 0 1 ‐5 ‐1835 0.16 297 ‐1835 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 785 ‐4 ‐248 0 0 0 ‐988 0.00 4 ‐988 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 786 ‐174 ‐1002 0 0 0 ‐275 0.00 174 ‐275 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 482 ‐141 754 0 0 ‐6 ‐1928 0.17 141 ‐1928 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 483 ‐141 754 0 0 ‐6 ‐2016 0.16 141 ‐2016 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 782 221 283 0 0 0 ‐1049 0.00 ‐221 ‐1049 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 783 221 283 0 0 0 ‐911 0.00 ‐221 ‐911 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 486 ‐94 ‐695 0 0 ‐6 ‐2370 0.15 94 ‐2370 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 487 ‐94 ‐695 0 1 ‐6 ‐2311 0.15 94 ‐2311 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 785 202 ‐297 0 0 0 ‐1492 0.00 ‐202 ‐1492 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 786 ‐138 ‐1099 0 0 0 ‐235 0.00 138 ‐235 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 482 ‐277 648 0 ‐1 ‐6 ‐1682 0.21 277 ‐1682 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 483 ‐277 648 0 ‐1 ‐6 ‐1855 0.19 277 ‐1855 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 486 ‐138 ‐532 0 ‐1 ‐3 ‐1631 0.10 138 ‐1631 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 487 ‐138 ‐532 0 ‐1 ‐3 ‐1545 0.10 138 ‐1545 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 782 59 212 0 0 0 ‐456 0.00 ‐59 ‐456 B1&B4 CapBeams SERV 1 FullScour Fz Max 783 59 212 0 0 0 ‐419 0.00 ‐59 ‐419B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 783 59 212 0 0 0 419 0.00 59 419 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 785 72 ‐209 0 0 0 ‐623 0.00 ‐72 ‐623 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 786 ‐80 ‐845 0 0 0 ‐91 0.00 80 ‐91 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 482 ‐51 575 0 1 ‐2 ‐1392 0.09 51 ‐1392 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 8 / 64 29   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams SERV 1 FullScour Fz Min 483 ‐51 575 0 1 ‐2 ‐1424 0.09 51 ‐1424_ p _ _ _ _ _ B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 486 ‐132 ‐596 0 1 ‐7 ‐2099 0.19 132 ‐2099 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 487 ‐132 ‐596 0 1 ‐7 ‐2016 0.19 132 ‐2016 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 782 205 207 0 0 0 ‐489 0.00 ‐205 ‐489 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 783 205 207 0 0 0 ‐360 0.00 ‐205 ‐360 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 785 183 ‐235 0 0 0 ‐969 0.00 ‐183 ‐969 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 786 ‐42 ‐899 0 0 0 ‐181 0.00 42 ‐181 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 482 ‐51 577 0 1 ‐2 ‐1396 0.09 51 ‐1396 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 483 ‐51 577 0 1 ‐2 ‐1428 0.09 51 ‐1428 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 486 ‐133 ‐598 0 1 ‐7 ‐2109 0.19 133 ‐2109 B1&B4 CapBeams SERV 1 FullScour Mx Max 487 ‐133 ‐598 0 1 ‐7 ‐2025 0 19 133 ‐2025B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 487 ‐133 ‐598 0 1 ‐7 ‐2025 0.19 133 ‐2025 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 782 210 190 0 0 0 ‐274 0.00 ‐210 ‐274 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 783 234 178 0 0 0 ‐123 0.00 ‐234 ‐123 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 785 161 ‐261 0 0 0 ‐1247 0.00 ‐161 ‐1247 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 786 ‐73 ‐953 0 0 0 ‐427 0.00 73 ‐427 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 482 ‐276 648 0 ‐1 ‐6 ‐1682 0.20 276 ‐1682 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 483 ‐276 648 0 ‐1 ‐6 ‐1855 0.19 276 ‐1855 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 486 ‐139 ‐532 0 ‐1 ‐3 ‐1633 0.10 139 ‐1633 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 487 ‐139 ‐532 0 ‐1 ‐3 ‐1547 0.10 139 ‐1547 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 782 78 244 0 0 0 ‐712 0.00 ‐78 ‐712 B1&B4 C B SERV 1 F llS M Mi 783 75 251 0 0 0 711 0 00 75 711B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 783 75 251 0 0 0 ‐711 0.00 ‐75 ‐711 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 785 134 ‐197 0 0 0 ‐474 0.00 ‐134 ‐474 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 786 ‐33 ‐832 0 0 0 112 0.00 33 112 B1&B4_CapBeams_SERV_1_FullScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Max 782 203 204 0 0 0 ‐468 0.00 ‐203 ‐468 B1&B4_CapBeams_SERV_1_FullScour_My_Max 783 203 204 0 0 0 ‐341 0.00 ‐203 ‐341 B1&B4_CapBeams_SERV_1_FullScour_My_Max 785 210 ‐213 0 0 0 ‐792 0.00 ‐210 ‐792 B1&B4_CapBeams_SERV_1_FullScour_My_Max 786 4 ‐864 0 0 0 ‐71 0.00 ‐4 ‐71 B1&B4_CapBeams_SERV_1_FullScour_My_Min 482 ‐183 668 0 ‐1 ‐7 ‐1779 0.22 183 ‐1779 B1&B4_CapBeams_SERV_1_FullScour_My_Min 483 ‐183 668 0 ‐1 ‐7 ‐1894 0.21 183 ‐1894 B1&B4_CapBeams_SERV_1_FullScour_My_Min 486 ‐136 ‐618 0 1 ‐8 ‐2176 0.20 136 ‐2176 B1&B4_CapBeams_SERV_1_FullScour_My_Min 487 ‐136 ‐618 0 1 ‐8 ‐2091 0.21 136 ‐2091 B1&B4_CapBeams_SERV_1_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 782 87 166 0 0 0 69 0.00 ‐87 69 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 783 90 166 0 0 0 124 0.00 ‐90 124 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 786 ‐34 ‐911 0 0 0 462 0.00 34 462 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 482 ‐147 720 0 0 ‐6 ‐1974 0.17 147 ‐1974 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 483 ‐165 717 0 0 ‐6 ‐2071 0.16 165 ‐2071 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 486 ‐112 ‐694 0 1 ‐7 ‐2401 0.16 112 ‐2401 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 487 ‐111 ‐694 0 1 ‐7 ‐2332 0.16 111 ‐2332 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 782 232 280 0 0 0 ‐1070 0.00 ‐232 ‐1070 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 783 228 280 0 0 0 ‐926 0.00 ‐228 ‐926 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 785 225 ‐292 0 0 0 ‐1510 0.00 ‐225 ‐1510 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 786 ‐68 ‐999 0 0 0 ‐595 0.00 68 ‐595 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 482 16 609 0 1 ‐3 ‐1498 0.12 ‐16 ‐1498 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 483 16 609 0 1 ‐3 ‐1488 0.12 ‐16 ‐1488 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 486 25 ‐596 0 0 ‐4 ‐1850 0.12 ‐25 ‐1850 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 487 25 ‐596 0 0 ‐4 ‐1866 0.12 ‐25 ‐1866 B1&B4 CapBeams SERV 1 NoScour Fx Max 782 321 208 0 0 0 ‐452 0.00 ‐321 ‐452B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 782 321 208 0 0 0 452 0.00 321 452 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 783 321 208 0 0 0 ‐251 0.00 ‐321 ‐251 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 785 334 ‐197 0 0 0 ‐671 0.00 ‐334 ‐671 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 786 73 ‐863 0 0 0 125 0.00 ‐73 125 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 9 / 64 30   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams SERV 1 NoScour Fx Min 482 ‐307 654 0 ‐1 ‐6 ‐1699 0.19 307 ‐1699_ p _ _ _ _ _ B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 483 ‐307 654 0 ‐1 ‐6 ‐1891 0.17 307 ‐1891 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 486 ‐296 ‐585 0 1 ‐5 ‐2025 0.14 296 ‐2025 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 487 ‐296 ‐585 0 1 ‐5 ‐1840 0.16 296 ‐1840 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 785 ‐4 ‐248 0 0 0 ‐986 0.00 4 ‐986 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 786 ‐174 ‐1003 0 0 0 ‐272 0.00 174 ‐272 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 482 ‐143 757 0 0 ‐6 ‐1937 0.17 143 ‐1937 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 483 ‐143 757 0 0 ‐6 ‐2026 0.17 143 ‐2026 B1&B4 CapBeams SERV 1 NoScour Fy Max 486 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 782 222 282 0 0 0 ‐1043 0.00 ‐222 ‐1043 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 783 222 282 0 0 0 ‐905 0.00 ‐222 ‐905 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 486 ‐108 ‐697 0 1 ‐7 ‐2402 0.16 108 ‐2402 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 487 ‐108 ‐697 0 1 ‐7 ‐2335 0.16 108 ‐2335 B1&B4 C B SERV 1 N S F Mi 782 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 785 202 ‐296 0 0 0 ‐1489 0.00 ‐202 ‐1489 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 786 ‐138 ‐1099 0 0 0 ‐233 0.00 138 ‐233 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 482 ‐277 650 0 ‐1 ‐6 ‐1688 0.21 277 ‐1688 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 483 ‐277 650 0 ‐1 ‐6 ‐1861 0.19 277 ‐1861 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 486 ‐139 ‐535 0 ‐1 ‐3 ‐1641 0.10 139 ‐1641 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 487 ‐139 ‐535 0 ‐1 ‐3 ‐1555 0.10 139 ‐1555 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 782 87 234 0 0 0 ‐536 0.00 ‐87 ‐536 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 783 87 234 0 0 0 ‐481 0.00 ‐87 ‐481 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 785 125 ‐225 0 0 0 ‐745 0.00 ‐125 ‐745 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 786 ‐54 ‐906 0 0 0 ‐119 0.00 54 ‐119 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 482 ‐53 582 0 1 ‐2 ‐1410 0.10 53 ‐1410 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 483 ‐53 582 0 1 ‐2 ‐1443 0.09 53 ‐1443 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 486 ‐132 ‐601 0 1 ‐7 ‐2113 0.19 132 ‐2114 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 487 ‐132 ‐601 0 1 ‐7 ‐2031 0.20 132 ‐2031 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 782 216 209 0 0 0 ‐509 0.00 ‐216 ‐509 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 783 216 209 0 0 0 ‐374 0.00 ‐216 ‐374 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 785 194 ‐237 0 0 0 ‐992 0.00 ‐194 ‐992 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 786 ‐35 ‐899 0 0 0 ‐192 0.00 35 ‐192 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 482 ‐54 583 0 1 ‐2 ‐1412 0.10 54 ‐1412 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 483 ‐53 583 0 1 ‐2 ‐1446 0.09 53 ‐1446 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 486 ‐133 ‐603 0 1 ‐7 ‐2122 0.19 133 ‐2122 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 487 ‐133 ‐603 0 1 ‐7 ‐2039 0.19 133 ‐2039 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 782 221 183 0 0 0 ‐275 0.00 ‐221 ‐275 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 783 222 182 0 0 0 ‐106 0.00 ‐222 ‐106 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 785 172 ‐254 0 0 0 ‐1218 0.00 ‐172 ‐1218 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 786 ‐68 ‐943 0 0 0 ‐380 0.00 68 ‐380 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 482 ‐276 651 0 ‐1 ‐6 ‐1688 0.21 276 ‐1688 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 483 ‐276 651 0 ‐1 ‐6 ‐1861 0.19 276 ‐1861 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 486 ‐140 ‐535 0 ‐1 ‐3 ‐1645 0.10 140 ‐1645 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 487 ‐140 ‐535 0 ‐1 ‐3 ‐1557 0.10 140 ‐1557 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 782 64 242 0 0 0 ‐702 0.00 ‐64 ‐702 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 783 59 246 0 0 0 ‐697 0.00 ‐59 ‐697 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 785 112 ‐195 0 0 0 ‐430 0.00 ‐112 ‐430 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 786 ‐42 ‐826 0 0 0 111 0.00 42 111 B1&B4_CapBeams_SERV_1_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams SERV 1 NoScour My Max 487 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_SERV_1_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Max 782 206 205 0 0 0 ‐471 0.00 ‐206 ‐471 B1&B4_CapBeams_SERV_1_NoScour_My_Max 783 206 205 0 0 0 ‐343 0.00 ‐206 ‐343 B1&B4_CapBeams_SERV_1_NoScour_My_Max 785 209 ‐214 0 0 0 ‐804 0.00 ‐209 ‐804 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 10 / 64 31   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams SERV 1 NoScour My Max 786 3 ‐865 0 0 0 ‐85 0.00 ‐3 ‐85_ p _ _ _ _ y_ B1&B4_CapBeams_SERV_1_NoScour_My_Min 482 ‐184 673 0 ‐1 ‐7 ‐1790 0.23 184 ‐1790 B1&B4_CapBeams_SERV_1_NoScour_My_Min 483 ‐184 673 0 ‐1 ‐7 ‐1904 0.21 184 ‐1904 B1&B4_CapBeams_SERV_1_NoScour_My_Min 486 ‐136 ‐621 0 1 ‐8 ‐2185 0.20 136 ‐2185 B1&B4_CapBeams_SERV_1_NoScour_My_Min 487 ‐136 ‐621 0 1 ‐8 ‐2100 0.21 136 ‐2100 B1&B4_CapBeams_SERV_1_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams SERV 1 NoScour Mz Max 483 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 782 87 166 0 0 0 65 0.00 ‐87 65 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 783 90 167 0 0 0 120 0.00 ‐90 120 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 786 ‐35 ‐913 0 0 0 457 0.00 35 457 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 482 ‐148 722 0 0 ‐6 ‐1980 0.17 148 ‐1980 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 483 ‐165 720 0 0 ‐6 ‐2079 0.16 165 ‐2079 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 486 ‐111 ‐696 0 1 ‐7 ‐2407 0.16 111 ‐2407 B1&B4 C B SERV 1 N S M Mi 487 110 696 0 1 7 2338 0 16 110 2338B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 487 ‐110 ‐696 0 1 ‐7 ‐2338 0.16 110 ‐2338 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 782 233 279 0 0 0 ‐1063 0.00 ‐233 ‐1063 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 783 228 279 0 0 0 ‐919 0.00 ‐228 ‐919 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 785 225 ‐292 0 0 0 ‐1506 0.00 ‐225 ‐1506 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 786 ‐68 ‐999 0 0 0 ‐592 0.00 68 ‐592 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 482 77 615 0 0 ‐4 ‐1643 0.13 ‐77 ‐1643 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 483 77 615 0 0 ‐4 ‐1595 0.14 ‐77 ‐1595 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 486 60 ‐583 0 ‐1 ‐3 ‐1800 0.10 ‐60 ‐1800 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 487 60 ‐583 0 ‐1 ‐3 ‐1838 0.10 ‐60 ‐1838 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 782 409 311 0 0 0 ‐951 0.00 ‐409 ‐951 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 783 409 311 0 0 0 ‐696 0.00 ‐409 ‐696 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 785 439 ‐276 0 0 0 ‐1139 0.00 ‐439 ‐1139 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 786 82 ‐862 0 0 0 22 0.00 ‐82 22 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 482 ‐373 820 0 ‐1 ‐8 ‐2119 0.22 373 ‐2119 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 483 ‐373 820 0 ‐1 ‐8 ‐2352 0.20 373 ‐2352 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 486 ‐354 ‐728 0 1 ‐7 ‐2491 0.16 354 ‐2491 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 487 ‐354 ‐728 0 1 ‐7 ‐2269 0.18 354 ‐2269 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 782 ‐12 193 0 0 0 ‐268 0.00 12 ‐268 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 783 ‐12 193 0 0 0 ‐276 0.00 12 ‐276 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 785 ‐22 ‐208 0 0 0 ‐632 0.00 22 ‐632 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 786 ‐161 ‐1229 0 0 0 ‐30 0.00 161 ‐30 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 482 ‐149 980 0 ‐1 ‐8 ‐2441 0.18 149 ‐2441 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 483 ‐149 980 0 ‐1 ‐8 ‐2534 0.17 149 ‐2534 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 782 324 352 0 0 0 ‐1192 0.00 ‐324 ‐1192 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 783 324 352 0 0 0 ‐990 0.00 ‐324 ‐990 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 486 ‐88 ‐901 0 1 ‐8 ‐2989 0.15 88 ‐2989 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 487 ‐88 ‐901 0 1 ‐8 ‐2935 0.16 88 ‐2935 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 785 293 ‐362 0 0 0 ‐1641 0.00 ‐293 ‐1641 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 786 ‐100 ‐1398 0 0 0 41 0.00 100 41 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 482 ‐273 597 0 ‐2 ‐7 ‐1574 0.25 273 ‐1574 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 483 ‐273 597 0 ‐1 ‐7 ‐1745 0.23 273 ‐1745 B1&B4 CapBeams STR 1 FullScour Fz Max 486 ‐120 ‐469 0 ‐1 ‐1 ‐1421 0.04 120 ‐1421B1&B4_CapBeams_STR_1_FullScour_Fz_Max 486 120 469 0 1 1 1421 0.04 120 1421 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 487 ‐120 ‐469 0 ‐2 ‐1 ‐1346 0.05 120 ‐1346 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 782 112 245 0 0 0 ‐351 0.00 ‐112 ‐351 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 783 112 245 0 0 0 ‐281 0.00 ‐112 ‐281 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 11 / 64 32   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 1 FullScour Fz Max 785 79 ‐293 0 0 0 ‐1091 0.00 ‐79 ‐1091_ p _ _ _ _ _ B1&B4_CapBeams_STR_1_FullScour_Fz_Max 786 ‐136 ‐1143 0 0 0 ‐341 0.00 136 ‐341 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 482 ‐92 727 0 2 ‐2 ‐1778 0.07 92 ‐1778 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 483 ‐92 727 0 2 ‐2 ‐1835 0.06 92 ‐1835 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 486 ‐170 ‐743 0 2 ‐9 ‐2592 0.21 170 ‐2592 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 487 ‐170 ‐743 0 2 ‐9 ‐2486 0.22 170 ‐2486 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 782 156 223 0 0 0 ‐734 0.00 ‐156 ‐734 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 783 156 223 0 0 0 ‐636 0.00 ‐156 ‐636 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 785 185 ‐186 0 0 0 ‐534 0.00 ‐185 ‐534 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 786 3 ‐767 0 0 0 106 0.00 ‐3 106 B1&B4 CapBeams STR 1 FullScour Mx Max 482 ‐93 730 0 2 ‐2 ‐1787 0 07 93 ‐1787B1&B4_CapBeams_STR_1_FullScour_Mx_Max 482 ‐93 730 0 2 ‐2 ‐1787 0.07 93 ‐1787 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 483 ‐93 730 0 2 ‐2 ‐1846 0.06 93 ‐1846 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 486 ‐170 ‐747 0 2 ‐9 ‐2606 0.21 170 ‐2606 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 487 ‐170 ‐747 0 2 ‐9 ‐2499 0.21 170 ‐2499 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 782 153 201 0 0 0 ‐432 0.00 ‐153 ‐432 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 783 199 191 0 0 0 ‐319 0.00 ‐199 ‐319 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 785 154 ‐224 0 0 0 ‐930 0.00 ‐154 ‐930 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 786 ‐38 ‐844 0 0 0 ‐259 0.00 38 ‐259 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 482 ‐271 597 0 ‐2 ‐7 ‐1571 0.25 271 ‐1571 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 483 ‐271 597 0 ‐1 ‐7 ‐1740 0.23 271 ‐1740 B1&B4 C B STR 1 F llS M Mi 486 123 470 0 1 1 1428 0 05 123 1428B1&B4_CapBeams_STR_1_FullScour_Mx_Min 486 ‐123 ‐470 0 ‐1 ‐1 ‐1428 0.05 123 ‐1428 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 487 ‐123 ‐470 0 ‐2 ‐1 ‐1352 0.05 123 ‐1352 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 782 150 286 0 0 0 ‐711 0.00 ‐150 ‐711 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 783 146 298 0 0 0 ‐699 0.00 ‐146 ‐699 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 785 178 ‐275 0 0 0 ‐901 0.00 ‐178 ‐901 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 786 ‐66 ‐1110 0 0 0 ‐45 0.00 66 ‐45 B1&B4_CapBeams_STR_1_FullScour_My_Max 482 ‐130 494 0 2 0 ‐1148 0.01 130 ‐1148 B1&B4_CapBeams_STR_1_FullScour_My_Max 483 ‐130 494 0 2 0 ‐1229 0.01 130 ‐1229 B1&B4_CapBeams_STR_1_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Max 782 214 294 0 0 0 ‐890 0.00 ‐214 ‐890 B1&B4_CapBeams_STR_1_FullScour_My_Max 783 214 294 0 0 0 ‐757 0.00 ‐214 ‐757 B1&B4_CapBeams_STR_1_FullScour_My_Max 785 230 ‐294 0 0 0 ‐1248 0.00 ‐230 ‐1248 B1&B4_CapBeams_STR_1_FullScour_My_Max 786 ‐43 ‐1153 0 0 0 ‐293 0.00 43 ‐293 B1&B4_CapBeams_STR_1_FullScour_My_Min 482 ‐236 836 0 ‐2 ‐10 ‐2212 0.25 236 ‐2212 B1&B4_CapBeams_STR_1_FullScour_My_Min 483 ‐236 836 0 ‐1 ‐10 ‐2359 0.23 236 ‐2359 B1&B4_CapBeams_STR_1_FullScour_My_Min 486 ‐172 ‐772 0 2 ‐10 ‐2692 0.22 172 ‐2692 B1&B4_CapBeams_STR_1_FullScour_My_Min 487 ‐172 ‐772 0 2 ‐10 ‐2584 0.23 172 ‐2584 B1&B4_CapBeams_STR_1_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 782 34 161 0 0 0 36 0.00 ‐34 36 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 783 40 161 0 0 0 59 0.00 ‐40 59 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 786 ‐53 ‐942 0 0 0 596 0.00 53 596 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 482 ‐160 919 0 0 ‐7 ‐2522 0.17 160 ‐2522 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 483 ‐191 915 0 ‐1 ‐8 ‐2631 0.17 191 ‐2631 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 486 ‐118 ‐899 0 1 ‐9 ‐3045 0.16 118 ‐3045 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 487 ‐116 ‐899 0 1 ‐9 ‐2972 0.17 116 ‐2972 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 782 343 346 0 0 0 ‐1228 0.00 ‐343 ‐1228 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 783 335 346 0 0 0 ‐1015 0.00 ‐335 ‐1015 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 785 333 ‐354 0 0 0 ‐1672 0.00 ‐333 ‐1672 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 786 ‐33 ‐1229 0 0 0 ‐579 0.00 33 ‐579 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 482 75 619 0 0 ‐4 ‐1654 0.14 ‐75 ‐1654 B1&B4 CapBeams STR 1 NoScour Fx Max 483 75 619 0 0 ‐4 ‐1607 0.14 ‐75 ‐1607B1&B4_CapBeams_STR_1_NoScour_Fx_Max 483 75 619 0 0 4 1607 0.14 75 1607 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 486 59 ‐588 0 ‐1 ‐3 ‐1817 0.10 ‐59 ‐1817 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 487 59 ‐588 0 ‐1 ‐3 ‐1853 0.10 ‐59 ‐1853 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 782 409 310 0 0 0 ‐950 0.00 ‐409 ‐950 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 12 / 64 33   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 1 NoScour Fx Max 783 409 310 0 0 0 ‐694 0.00 ‐409 ‐694_ p _ _ _ _ _ B1&B4_CapBeams_STR_1_NoScour_Fx_Max 785 439 ‐276 0 0 0 ‐1142 0.00 ‐439 ‐1142 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 786 81 ‐863 0 0 0 17 0.00 ‐81 17 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 482 ‐373 824 0 ‐1 ‐8 ‐2129 0.22 373 ‐2129 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 483 ‐373 824 0 ‐1 ‐8 ‐2362 0.20 373 ‐2362 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 486 ‐354 ‐731 0 1 ‐7 ‐2501 0.16 354 ‐2501 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 487 ‐354 ‐731 0 1 ‐7 ‐2279 0.18 354 ‐2280 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 782 ‐11 193 0 0 0 ‐266 0.00 11 ‐266 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 783 ‐11 193 0 0 0 ‐273 0.00 11 ‐273 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 785 ‐21 ‐208 0 0 0 ‐634 0.00 21 ‐634 B1&B4 CapBeams STR 1 NoScour Fx Min 786 ‐161 ‐1231 0 0 0 ‐30 0 00 161 ‐30B1&B4_CapBeams_STR_1_NoScour_Fx_Min 786 ‐161 ‐1231 0 0 0 ‐30 0.00 161 ‐30 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 482 ‐152 983 0 ‐1 ‐8 ‐2452 0.18 152 ‐2452 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 483 ‐152 983 0 ‐1 ‐8 ‐2547 0.17 152 ‐2548 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 782 324 351 0 0 0 ‐1186 0.00 ‐324 ‐1186 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 783 324 351 0 0 0 ‐984 0.00 ‐324 ‐984 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4 C B STR 1 N S F Mi 483 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_1_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 486 ‐111 ‐902 0 1 ‐9 ‐3042 0.16 111 ‐3042 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 487 ‐111 ‐902 0 1 ‐9 ‐2973 0.17 111 ‐2973 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 785 293 ‐362 0 0 0 ‐1641 0.00 ‐293 ‐1641 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 786 ‐100 ‐1399 0 0 0 40 0.00 100 40 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 482 ‐273 600 0 ‐2 ‐7 ‐1580 0.25 273 ‐1580 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 483 ‐273 600 0 ‐1 ‐7 ‐1751 0.23 273 ‐1751 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 486 ‐121 ‐473 0 ‐1 ‐1 ‐1433 0.05 121 ‐1433 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 487 ‐121 ‐473 0 ‐2 ‐1 ‐1358 0.05 121 ‐1358 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 782 159 277 0 0 0 ‐483 0.00 ‐159 ‐483 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 783 159 277 0 0 0 ‐384 0.00 ‐159 ‐384 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 785 169 ‐314 0 0 0 ‐1279 0.00 ‐169 ‐1279 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 786 ‐88 ‐1220 0 0 0 ‐381 0.00 88 ‐381 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 482 ‐94 735 0 2 ‐2 ‐1801 0.07 94 ‐1801 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 483 ‐94 735 0 2 ‐2 ‐1860 0.07 94 ‐1860 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 486 ‐170 ‐750 0 2 ‐10 ‐2613 0.21 170 ‐2613 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 487 ‐170 ‐750 0 2 ‐10 ‐2507 0.22 170 ‐2507 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 782 191 226 0 0 0 ‐785 0.00 ‐191 ‐785 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 783 191 226 0 0 0 ‐666 0.00 ‐191 ‐666 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 785 221 ‐190 0 0 0 ‐601 0.00 ‐221 ‐601 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 786 25 ‐767 0 0 0 83 0.00 ‐25 83 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 482 ‐96 737 0 2 ‐2 ‐1808 0.07 96 ‐1808 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 483 ‐96 737 0 2 ‐2 ‐1868 0.07 96 ‐1868 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 486 ‐170 ‐754 0 2 ‐10 ‐2624 0.21 170 ‐2624 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 487 ‐170 ‐754 0 2 ‐10 ‐2518 0.22 170 ‐2518 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 782 192 189 0 0 0 ‐451 0.00 ‐192 ‐451 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 783 194 187 0 0 0 ‐279 0.00 ‐194 ‐279 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 785 192 ‐211 0 0 0 ‐913 0.00 ‐192 ‐913 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 786 ‐18 ‐826 0 0 0 ‐178 0.00 18 ‐178 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 482 ‐271 600 0 ‐2 ‐7 ‐1579 0.25 271 ‐1579 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 483 ‐271 600 0 ‐1 ‐7 ‐1748 0.23 271 ‐1748 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 486 ‐124 ‐474 0 ‐1 ‐1 ‐1442 0.05 124 ‐1442 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 487 ‐124 ‐474 0 ‐2 ‐1 ‐1365 0.05 124 ‐1365 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 782 126 284 0 0 0 ‐698 0.00 ‐126 ‐698 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 783 117 291 0 0 0 ‐680 0.00 ‐117 ‐680 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 785 140 ‐271 0 0 0 ‐816 0.00 ‐140 ‐816 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 786 ‐81 ‐1097 0 0 0 ‐42 0.00 81 ‐42 B1&B4 CapBeams STR 1 NoScour My Max 482 ‐133 499 0 2 0 ‐1165 0.01 133 ‐1165B1&B4_CapBeams_STR_1_NoScour_My_Max 482 133 499 0 2 0 1165 0.01 133 1165 B1&B4_CapBeams_STR_1_NoScour_My_Max 483 ‐133 499 0 2 0 ‐1248 0.01 133 ‐1248 B1&B4_CapBeams_STR_1_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 13 / 64 34   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 1 NoScour My Max 782 219 294 0 0 0 ‐892 0.00 ‐219 ‐892_ p _ _ _ _ y_ B1&B4_CapBeams_STR_1_NoScour_My_Max 783 219 294 0 0 0 ‐755 0.00 ‐219 ‐755 B1&B4_CapBeams_STR_1_NoScour_My_Max 785 229 ‐296 0 0 0 ‐1265 0.00 ‐229 ‐1265 B1&B4_CapBeams_STR_1_NoScour_My_Max 786 ‐42 ‐1155 0 0 0 ‐316 0.00 42 ‐316 B1&B4_CapBeams_STR_1_NoScour_My_Min 482 ‐237 841 0 ‐2 ‐10 ‐2225 0.25 237 ‐2225 B1&B4_CapBeams_STR_1_NoScour_My_Min 483 ‐237 841 0 ‐1 ‐10 ‐2373 0.24 237 ‐2373 B1&B4_CapBeams_STR_1_NoScour_My_Min 486 ‐173 ‐776 0 2 ‐10 ‐2702 0.22 173 ‐2702 B1&B4_CapBeams_STR_1_NoScour_My_Min 487 ‐173 ‐776 0 2 ‐10 ‐2594 0.23 173 ‐2594 B1&B4_CapBeams_STR_1_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 1 NoScour My Min 785 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_1_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 782 35 162 0 0 0 34 0.00 ‐35 34 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 783 40 162 0 0 0 57 0.00 ‐40 57 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 786 ‐53 ‐944 0 0 0 592 0.00 53 592 B1&B4 C B STR 1 N S M Mi 482 161 922 0 0 8 2529 0 17 161 2529B1&B4_CapBeams_STR_1_NoScour_Mz_Min 482 ‐161 922 0 0 ‐8 ‐2529 0.17 161 ‐2529 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 483 ‐192 918 0 ‐1 ‐8 ‐2640 0.17 192 ‐2640 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 486 ‐118 ‐901 0 1 ‐9 ‐3051 0.17 118 ‐3051 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 487 ‐116 ‐901 0 1 ‐9 ‐2978 0.17 116 ‐2978 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 782 343 345 0 0 0 ‐1222 0.00 ‐343 ‐1222 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 783 336 346 0 0 0 ‐1009 0.00 ‐336 ‐1009 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 785 333 ‐354 0 0 0 ‐1671 0.00 ‐333 ‐1671 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 786 ‐33 ‐1230 0 0 0 ‐579 0.00 33 ‐579 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 482 38 560 0 1 ‐2 ‐1410 0.09 ‐38 ‐1410 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 483 38 560 0 1 ‐2 ‐1386 0.09 ‐38 ‐1386 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 486 36 ‐564 0 0 ‐3 ‐1767 0.11 ‐36 ‐1767 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 487 36 ‐564 0 0 ‐3 ‐1789 0.11 ‐36 ‐1789 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 782 358 298 0 0 0 ‐806 0.00 ‐358 ‐806 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 783 358 298 0 0 0 ‐582 0.00 ‐358 ‐582 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 785 395 ‐285 0 0 0 ‐1177 0.00 ‐395 ‐1177 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 786 61 ‐884 0 0 0 13 0.00 ‐61 13 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 482 ‐321 836 0 0 ‐7 ‐2082 0.18 321 ‐2082 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 483 ‐321 836 0 0 ‐7 ‐2283 0.17 321 ‐2283 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 486 ‐345 ‐713 0 1 ‐7 ‐2407 0.16 345 ‐2407 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 487 ‐345 ‐713 0 1 ‐7 ‐2191 0.17 345 ‐2191 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 785 ‐10 ‐204 0 0 0 ‐641 0.00 10 ‐641 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 786 ‐152 ‐1165 0 0 0 9 0.00 152 9 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 482 ‐171 925 0 0 ‐7 ‐2347 0.17 171 ‐2347 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 483 ‐171 925 0 0 ‐7 ‐2454 0.16 171 ‐2454 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 782 307 330 0 0 0 ‐993 0.00 ‐307 ‐993 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 783 307 330 0 0 0 ‐801 0.00 ‐307 ‐801 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 486 ‐114 ‐863 0 1 ‐8 ‐2910 0.16 114 ‐2910 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 487 ‐114 ‐863 0 1 ‐8 ‐2839 0.17 114 ‐2839 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 785 284 ‐345 0 0 0 ‐1542 0.00 ‐284 ‐1542 B1&B4 CapBeams STR 2 FullScour Fy Min 786 ‐98 ‐1339 0 0 0 ‐28 0.00 98 ‐28B1&B4_CapBeams_STR_2_FullScour_Fy_Min 786 98 1339 0 0 0 28 0.00 98 28 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 482 ‐223 575 0 ‐1 ‐5 ‐1487 0.20 223 ‐1487 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 483 ‐223 575 0 ‐1 ‐5 ‐1626 0.19 223 ‐1626 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 486 ‐135 ‐490 0 ‐1 ‐3 ‐1520 0.10 135 ‐1520 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 14 / 64 35   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 2 FullScour Fz Max 487 ‐135 ‐490 0 ‐1 ‐3 ‐1435 0.11 135 ‐1435_ p _ _ _ _ _ B1&B4_CapBeams_STR_2_FullScour_Fz_Max 782 105 246 0 0 0 ‐371 0.00 ‐105 ‐371 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 783 105 246 0 0 0 ‐305 0.00 ‐105 ‐305 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 785 72 ‐288 0 0 0 ‐1034 0.00 ‐72 ‐1034 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 786 ‐138 ‐1135 0 0 0 ‐301 0.00 138 ‐301 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 482 ‐102 733 0 2 ‐2 ‐1806 0.08 102 ‐1806 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 483 ‐102 733 0 2 ‐2 ‐1870 0.08 102 ‐1870 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 486 ‐154 ‐734 0 2 ‐9 ‐2531 0.20 154 ‐2531 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 487 ‐154 ‐734 0 2 ‐9 ‐2435 0.21 154 ‐2435 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 782 142 206 0 0 0 ‐605 0.00 ‐142 ‐605 B1&B4 CapBeams STR 2 FullScour Fz Min 783 142 206 0 0 0 ‐516 0 00 ‐142 ‐516B1&B4_CapBeams_STR_2_FullScour_Fz_Min 783 142 206 0 0 0 ‐516 0.00 ‐142 ‐516 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 785 164 ‐187 0 0 0 ‐602 0.00 ‐164 ‐602 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 786 ‐12 ‐754 0 0 0 15 0.00 12 15 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 482 ‐104 735 0 2 ‐2 ‐1813 0.08 104 ‐1813 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 483 ‐104 735 0 2 ‐2 ‐1878 0.08 104 ‐1878 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 486 ‐155 ‐737 0 2 ‐9 ‐2543 0.20 155 ‐2543 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 487 ‐155 ‐737 0 2 ‐9 ‐2445 0.21 155 ‐2445 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 782 189 184 0 0 0 ‐439 0.00 ‐189 ‐439 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 783 190 186 0 0 0 ‐315 0.00 ‐190 ‐315 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 785 172 ‐212 0 0 0 ‐907 0.00 ‐172 ‐907 B1&B4 C B STR 2 F llS M M 786 34 776 0 0 0 189 0 00 34 189B1&B4_CapBeams_STR_2_FullScour_Mx_Max 786 ‐34 ‐776 0 0 0 ‐189 0.00 34 ‐189 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 482 ‐221 574 0 ‐1 ‐5 ‐1482 0.20 221 ‐1482 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 483 ‐221 574 0 ‐1 ‐5 ‐1620 0.19 221 ‐1620 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 486 ‐137 ‐490 0 ‐1 ‐3 ‐1520 0.10 137 ‐1520 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 487 ‐137 ‐490 0 ‐1 ‐3 ‐1434 0.11 137 ‐1434 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 782 137 275 0 0 0 ‐620 0.00 ‐137 ‐620 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 783 129 284 0 0 0 ‐610 0.00 ‐129 ‐610 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 785 149 ‐279 0 0 0 ‐942 0.00 ‐149 ‐942 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 786 ‐85 ‐1109 0 0 0 ‐124 0.00 85 ‐124 B1&B4_CapBeams_STR_2_FullScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Max 782 212 281 0 0 0 ‐796 0.00 ‐212 ‐796 B1&B4_CapBeams_STR_2_FullScour_My_Max 783 212 281 0 0 0 ‐664 0.00 ‐212 ‐664 B1&B4_CapBeams_STR_2_FullScour_My_Max 785 227 ‐291 0 0 0 ‐1224 0.00 ‐227 ‐1224 B1&B4_CapBeams_STR_2_FullScour_My_Max 786 ‐41 ‐1128 0 0 0 ‐287 0.00 41 ‐287 B1&B4_CapBeams_STR_2_FullScour_My_Min 482 ‐190 813 0 ‐1 ‐8 ‐2112 0.22 190 ‐2112 B1&B4_CapBeams_STR_2_FullScour_My_Min 483 ‐190 813 0 ‐1 ‐8 ‐2231 0.21 190 ‐2231 B1&B4_CapBeams_STR_2_FullScour_My_Min 486 ‐160 ‐761 0 1 ‐10 ‐2633 0.21 160 ‐2633 B1&B4_CapBeams_STR_2_FullScour_My_Min 487 ‐160 ‐761 0 2 ‐10 ‐2533 0.22 160 ‐2533 B1&B4_CapBeams_STR_2_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 786 ‐60 ‐901 0 0 0 412 0.00 60 412 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 482 ‐157 888 0 0 ‐7 ‐2396 0.17 157 ‐2396 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 483 ‐169 886 0 0 ‐7 ‐2497 0.16 169 ‐2497 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 486 ‐118 ‐862 0 1 ‐8 ‐2915 0.17 118 ‐2916 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 487 ‐116 ‐862 0 1 ‐8 ‐2842 0.17 116 ‐2842 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 782 293 322 0 0 0 ‐1042 0.00 ‐293 ‐1042 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 783 288 322 0 0 0 ‐860 0.00 ‐288 ‐860 B1&B4 CapBeams STR 2 FullScour Mz Min 785 313 ‐339 0 0 0 ‐1567 0.00 ‐313 ‐1567B1&B4_CapBeams_STR_2_FullScour_Mz_Min 785 313 339 0 0 0 1567 0.00 313 1567 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 786 ‐29 ‐1207 0 0 0 ‐507 0.00 29 ‐507 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 482 36 566 0 1 ‐2 ‐1427 0.09 ‐36 ‐1427 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 483 36 566 0 1 ‐2 ‐1404 0.09 ‐36 ‐1404 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 15 / 64 36   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 2 NoScour Fx Max 486 35 ‐568 0 0 ‐3 ‐1782 0.11 ‐35 ‐1782_ p _ _ _ _ _ B1&B4_CapBeams_STR_2_NoScour_Fx_Max 487 35 ‐568 0 0 ‐3 ‐1804 0.11 ‐35 ‐1804 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 782 358 297 0 0 0 ‐805 0.00 ‐358 ‐805 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 783 358 297 0 0 0 ‐581 0.00 ‐358 ‐581 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 785 394 ‐285 0 0 0 ‐1181 0.00 ‐394 ‐1181 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 786 60 ‐886 0 0 0 10 0.00 ‐60 10 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 482 ‐321 838 0 0 ‐7 ‐2088 0.18 321 ‐2088 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 483 ‐321 838 0 0 ‐7 ‐2289 0.17 321 ‐2289 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 486 ‐345 ‐715 0 1 ‐7 ‐2414 0.16 345 ‐2414 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 487 ‐345 ‐715 0 1 ‐7 ‐2199 0.18 345 ‐2199 B1&B4 CapBeams STR 2 NoScour Fx Min 782 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_2_NoScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 785 ‐9 ‐204 0 0 0 ‐642 0.00 9 ‐642 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 786 ‐152 ‐1167 0 0 0 9 0.00 152 9 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 482 ‐172 928 0 0 ‐7 ‐2359 0.17 172 ‐2359 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 483 ‐172 928 0 0 ‐7 ‐2467 0.16 172 ‐2467 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 782 307 329 0 0 0 ‐989 0.00 ‐307 ‐989 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 783 307 329 0 0 0 ‐797 0.00 ‐307 ‐797 B1&B4 C B STR 2 N S F M 785 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_2_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 486 ‐113 ‐866 0 1 ‐8 ‐2917 0.17 113 ‐2917 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 487 ‐113 ‐866 0 1 ‐8 ‐2846 0.17 113 ‐2846 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 785 284 ‐345 0 0 0 ‐1542 0.00 ‐284 ‐1542 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 786 ‐98 ‐1340 0 0 0 ‐29 0.00 98 ‐29 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 482 ‐222 576 0 ‐1 ‐5 ‐1488 0.20 222 ‐1488 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 483 ‐222 576 0 ‐1 ‐5 ‐1627 0.19 222 ‐1627 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 486 ‐137 ‐492 0 ‐1 ‐3 ‐1527 0.10 137 ‐1527 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 487 ‐137 ‐492 0 ‐1 ‐3 ‐1442 0.11 137 ‐1442 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 782 114 251 0 0 0 ‐391 0.00 ‐114 ‐391 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 783 114 251 0 0 0 ‐319 0.00 ‐114 ‐319 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 785 90 ‐292 0 0 0 ‐1074 0.00 ‐90 ‐1074 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 786 ‐127 ‐1140 0 0 0 ‐314 0.00 127 ‐314 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 482 ‐104 741 0 2 ‐3 ‐1827 0.08 104 ‐1827 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 483 ‐104 741 0 2 ‐3 ‐1892 0.08 104 ‐1892 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 486 ‐154 ‐740 0 2 ‐9 ‐2550 0.20 154 ‐2550 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 487 ‐154 ‐740 0 2 ‐9 ‐2454 0.21 154 ‐2454 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 782 177 208 0 0 0 ‐650 0.00 ‐177 ‐650 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 783 177 208 0 0 0 ‐539 0.00 ‐177 ‐539 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 785 203 ‐190 0 0 0 ‐667 0.00 ‐203 ‐667 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 786 11 ‐757 0 0 0 5 0.00 ‐11 5 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 482 ‐106 742 0 2 ‐3 ‐1832 0.08 106 ‐1832 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 483 ‐106 742 0 2 ‐3 ‐1899 0.08 106 ‐1899 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 486 ‐155 ‐743 0 2 ‐9 ‐2560 0.20 155 ‐2560 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 487 ‐155 ‐743 0 2 ‐9 ‐2463 0.21 155 ‐2463 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 782 191 193 0 0 0 ‐462 0.00 ‐191 ‐462 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 783 180 175 0 0 0 ‐268 0.00 ‐180 ‐268 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 785 198 ‐211 0 0 0 ‐909 0.00 ‐198 ‐909 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 786 ‐11 ‐841 0 0 0 ‐177 0.00 11 ‐177 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 482 ‐221 576 0 ‐1 ‐5 ‐1487 0.20 221 ‐1487 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 483 ‐221 576 0 ‐1 ‐5 ‐1625 0.19 221 ‐1625 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 486 ‐138 ‐492 0 ‐1 ‐3 ‐1528 0.10 138 ‐1528 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 487 ‐138 ‐492 0 ‐1 ‐3 ‐1442 0.11 138 ‐1442 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 782 121 273 0 0 0 ‐616 0.00 ‐121 ‐616 B1&B4 CapBeams STR 2 NoScour Mx Min 783 112 280 0 0 0 ‐603 0.00 ‐112 ‐603B1&B4_CapBeams_STR_2_NoScour_Mx_Min 783 112 280 0 0 0 603 0.00 112 603 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 785 125 ‐274 0 0 0 ‐871 0.00 ‐125 ‐871 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 786 ‐94 ‐1095 0 0 0 ‐106 0.00 94 ‐106 B1&B4_CapBeams_STR_2_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 16 / 64 37   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 2 NoScour My Max 483 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_2_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Max 782 216 281 0 0 0 ‐796 0.00 ‐216 ‐796 B1&B4_CapBeams_STR_2_NoScour_My_Max 783 216 281 0 0 0 ‐661 0.00 ‐216 ‐661 B1&B4_CapBeams_STR_2_NoScour_My_Max 785 225 ‐291 0 0 0 ‐1227 0.00 ‐225 ‐1227 B1&B4_CapBeams_STR_2_NoScour_My_Max 786 ‐41 ‐1127 0 0 0 ‐295 0.00 41 ‐295 B1&B4_CapBeams_STR_2_NoScour_My_Min 482 ‐186 814 0 ‐1 ‐8 ‐2106 0.22 186 ‐2106 B1&B4_CapBeams_STR_2_NoScour_My_Min 483 ‐186 814 0 ‐1 ‐8 ‐2222 0.21 186 ‐2222 B1&B4_CapBeams_STR_2_NoScour_My_Min 486 ‐160 ‐766 0 1 ‐10 ‐2647 0.21 160 ‐2647 B1&B4 CapBeams STR 2 NoScour My Min 487 ‐160 ‐766 0 2 ‐10 ‐2547 0 22 160 ‐2547B1&B4_CapBeams_STR_2_NoScour_My_Min 487 ‐160 ‐766 0 2 ‐10 ‐2547 0.22 160 ‐2547 B1&B4_CapBeams_STR_2_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4 C B STR 2 N S M M 783 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_2_NoScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 786 ‐61 ‐903 0 0 0 409 0.00 61 409 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 482 ‐158 891 0 0 ‐7 ‐2405 0.17 158 ‐2405 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 483 ‐170 890 0 0 ‐7 ‐2507 0.16 170 ‐2507 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 486 ‐118 ‐864 0 1 ‐9 ‐2924 0.17 118 ‐2924 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 487 ‐117 ‐865 0 1 ‐9 ‐2850 0.17 117 ‐2850 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 782 293 321 0 0 0 ‐1037 0.00 ‐293 ‐1037 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 783 288 322 0 0 0 ‐855 0.00 ‐288 ‐855 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 785 313 ‐339 0 0 0 ‐1567 0.00 ‐313 ‐1567 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 786 ‐29 ‐1207 0 0 0 ‐507 0.00 29 ‐507 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 482 11 507 0 0 ‐4 ‐1137 0.20 ‐11 ‐1137 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 483 11 507 0 0 ‐4 ‐1131 0.20 ‐11 ‐1131 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 486 51 ‐462 0 0 ‐4 ‐1331 0.19 ‐51 ‐1331 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 487 51 ‐462 0 0 ‐4 ‐1363 0.18 ‐51 ‐1363 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 782 310 159 0 0 0 278 0.00 ‐310 278 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 783 310 159 0 0 0 472 0.00 ‐310 472 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 785 319 ‐170 0 0 0 41 0.00 ‐319 41 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 786 160 ‐546 0 0 0 710 0.00 ‐160 710 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 482 ‐393 828 0 0 ‐6 ‐2209 0.16 393 ‐2209 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 483 ‐393 828 0 0 ‐6 ‐2455 0.14 393 ‐2455 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 486 ‐362 ‐766 0 1 ‐7 ‐2730 0.14 362 ‐2730 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 487 ‐362 ‐766 0 1 ‐7 ‐2504 0.15 362 ‐2504 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 782 ‐54 289 0 0 0 ‐1346 0.00 54 ‐1346 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 783 ‐54 289 0 0 0 ‐1380 0.00 54 ‐1380 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 785 ‐57 ‐296 0 0 0 ‐1742 0.00 57 ‐1742 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 786 ‐297 ‐1287 0 0 0 ‐1014 0.00 297 ‐1014 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 482 ‐303 853 0 0 ‐7 ‐2326 0.17 303 ‐2326 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 483 ‐303 853 0 0 ‐7 ‐2516 0.16 303 ‐2516 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 782 106 367 0 0 0 ‐1604 0.00 ‐106 ‐1604 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 783 106 367 0 0 0 ‐1537 0.00 ‐106 ‐1537 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 486 ‐243 ‐783 0 1 ‐7 ‐2831 0.15 243 ‐2831 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 487 ‐243 ‐783 0 1 ‐7 ‐2679 0.16 243 ‐2679 B1&B4 CapBeams STR 3 FullScour Fy Min 782 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_3_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 785 116 ‐377 0 0 0 ‐2147 0.00 ‐116 ‐2147 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 786 ‐297 ‐1287 0 0 0 ‐1014 0.00 297 ‐1014 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 17 / 64 38   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 3 FullScour Fz Max 482 ‐304 591 0 0 ‐5 ‐1580 0.16 304 ‐1580_ p _ _ _ _ _ B1&B4_CapBeams_STR_3_FullScour_Fz_Max 483 ‐304 591 0 0 ‐5 ‐1770 0.15 304 ‐1770 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 486 ‐102 ‐438 0 0 ‐2 ‐1211 0.10 102 ‐1211 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 487 ‐102 ‐438 0 0 ‐2 ‐1147 0.11 102 ‐1147 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 782 7 359 0 0 0 ‐1416 0.00 ‐7 ‐1416 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 783 7 359 0 0 0 ‐1411 0.00 ‐7 ‐1411 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 785 194 ‐177 0 0 0 123 0.00 ‐194 123 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 786 53 ‐877 0 0 0 615 0.00 ‐53 615 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 482 ‐86 720 0 1 ‐4 ‐1648 0.15 86 ‐1648 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 483 ‐86 720 0 1 ‐4 ‐1702 0.14 86 ‐1702 B1&B4 CapBeams STR 3 FullScour Fz Min 486 ‐214 ‐769 0 1 ‐8 ‐2735 0 16 214 ‐2735B1&B4_CapBeams_STR_3_FullScour_Fz_Min 486 ‐214 ‐769 0 1 ‐8 ‐2735 0.16 214 ‐2735 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 487 ‐214 ‐769 0 1 ‐8 ‐2602 0.17 214 ‐2602 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 782 223 90 0 0 0 422 0.00 ‐223 422 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 783 223 90 0 0 0 561 0.00 ‐223 561 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 785 39 ‐290 0 0 0 ‐1739 0.00 ‐39 ‐1739 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 786 ‐205 ‐955 0 0 0 ‐883 0.00 205 ‐883 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 482 ‐86 720 0 1 ‐4 ‐1648 0.15 86 ‐1648 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 483 ‐86 720 0 1 ‐4 ‐1702 0.14 86 ‐1702 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 486 ‐214 ‐769 0 1 ‐8 ‐2735 0.16 214 ‐2735 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 487 ‐214 ‐769 0 1 ‐8 ‐2602 0.17 214 ‐2602 B1&B4 C B STR 3 F llS M M 782 218 78 0 0 0 512 0 00 218 512B1&B4_CapBeams_STR_3_FullScour_Mx_Max 782 218 78 0 0 0 512 0.00 ‐218 512 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 783 218 78 0 0 0 648 0.00 ‐218 648 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 785 30 ‐291 0 0 0 ‐1795 0.00 ‐30 ‐1795 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 786 ‐217 ‐960 0 0 0 ‐933 0.00 217 ‐933 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 482 ‐304 591 0 0 ‐5 ‐1580 0.16 304 ‐1580 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 483 ‐304 591 0 0 ‐5 ‐1770 0.15 304 ‐1770 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 486 ‐102 ‐438 0 0 ‐2 ‐1211 0.10 102 ‐1211 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 487 ‐102 ‐438 0 0 ‐2 ‐1147 0.11 102 ‐1147 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 782 ‐3 361 0 0 0 ‐1484 0.00 3 ‐1484 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 783 ‐3 361 0 0 0 ‐1486 0.00 3 ‐1486 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 785 190 ‐163 0 0 0 244 0.00 ‐190 244 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 786 59 ‐827 0 0 0 703 0.00 ‐59 703 B1&B4_CapBeams_STR_3_FullScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Max 782 304 165 0 0 0 223 0.00 ‐304 223 B1&B4_CapBeams_STR_3_FullScour_My_Max 783 304 165 0 0 0 413 0.00 ‐304 413 B1&B4_CapBeams_STR_3_FullScour_My_Max 785 313 ‐176 0 0 0 ‐22 0.00 ‐313 ‐22 B1&B4_CapBeams_STR_3_FullScour_My_Max 786 130 ‐869 0 0 0 617 0.00 ‐130 617 B1&B4_CapBeams_STR_3_FullScour_My_Min 482 ‐273 839 0 0 ‐7 ‐2254 0.18 273 ‐2254 B1&B4_CapBeams_STR_3_FullScour_My_Min 483 ‐273 839 0 0 ‐7 ‐2425 0.17 273 ‐2425 B1&B4_CapBeams_STR_3_FullScour_My_Min 486 ‐214 ‐769 0 1 ‐8 ‐2735 0.16 214 ‐2735 B1&B4_CapBeams_STR_3_FullScour_My_Min 487 ‐214 ‐769 0 1 ‐8 ‐2602 0.17 214 ‐2602 B1&B4_CapBeams_STR_3_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 782 149 73 0 0 0 643 0.00 ‐149 643 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 783 149 73 0 0 0 736 0.00 ‐149 736 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 785 146 ‐81 0 0 0 566 0.00 ‐146 566 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 786 85 ‐509 0 0 0 780 0.00 ‐85 780 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 482 ‐303 853 0 0 ‐7 ‐2326 0.17 303 ‐2326 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 483 ‐303 853 0 0 ‐7 ‐2516 0.16 303 ‐2516 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 486 ‐243 ‐783 0 1 ‐7 ‐2831 0.15 243 ‐2831 B1&B4 CapBeams STR 3 FullScour Mz Min 487 ‐243 ‐783 0 1 ‐7 ‐2679 0.16 243 ‐2679B1&B4_CapBeams_STR_3_FullScour_Mz_Min 487 243 783 0 1 7 2679 0.16 243 2679 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 782 99 366 0 0 0 ‐1640 0.00 ‐99 ‐1640 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 783 99 366 0 0 0 ‐1578 0.00 ‐99 ‐1578 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 785 109 ‐375 0 0 0 ‐2182 0.00 ‐109 ‐2182 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 18 / 64 39   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 3 FullScour Mz Min 786 ‐223 ‐1281 0 0 0 ‐1022 0.00 223 ‐1022_ p _ _ _ _ _ B1&B4_CapBeams_STR_3_NoScour_Fx_Max 482 8 511 0 0 ‐4 ‐1151 0.20 ‐8 ‐1151 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 483 8 511 0 0 ‐4 ‐1146 0.20 ‐8 ‐1146 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 486 50 ‐466 0 0 ‐4 ‐1346 0.19 ‐50 ‐1346 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 487 50 ‐466 0 0 ‐4 ‐1377 0.18 ‐50 ‐1377 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 782 309 160 0 0 0 269 0.00 ‐309 269 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 783 309 160 0 0 0 462 0.00 ‐309 462 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 785 317 ‐171 0 0 0 27 0.00 ‐317 27 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 786 157 ‐549 0 0 0 700 0.00 ‐157 700 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 482 ‐392 828 0 0 ‐6 ‐2207 0.16 392 ‐2207 B1&B4 CapBeams STR 3 NoScour Fx Min 483 ‐392 828 0 0 ‐6 ‐2452 0 14 392 ‐2452B1&B4_CapBeams_STR_3_NoScour_Fx_Min 483 ‐392 828 0 0 ‐6 ‐2452 0.14 392 ‐2452 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 486 ‐360 ‐765 0 1 ‐7 ‐2724 0.14 360 ‐2724 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 487 ‐360 ‐765 0 1 ‐7 ‐2499 0.15 360 ‐2499 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 782 ‐53 288 0 0 0 ‐1333 0.00 53 ‐1333 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 783 ‐53 288 0 0 0 ‐1365 0.00 53 ‐1365 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 785 ‐55 ‐295 0 0 0 ‐1730 0.00 55 ‐1730 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 786 ‐295 ‐1285 0 0 0 ‐1005 0.00 295 ‐1005 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 482 ‐303 855 0 0 ‐7 ‐2330 0.17 303 ‐2330 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 483 ‐303 855 0 0 ‐7 ‐2519 0.16 303 ‐2519 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4 C B STR 3 N S F M 487 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_3_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 782 108 365 0 0 0 ‐1591 0.00 ‐108 ‐1591 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 783 108 365 0 0 0 ‐1523 0.00 ‐108 ‐1523 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 486 ‐241 ‐785 0 1 ‐8 ‐2832 0.15 241 ‐2832 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 487 ‐241 ‐785 0 1 ‐8 ‐2681 0.16 241 ‐2681 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 785 117 ‐376 0 0 0 ‐2137 0.00 ‐117 ‐2137 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 786 ‐287 ‐1285 0 0 0 ‐974 0.00 287 ‐974 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 482 ‐302 590 0 0 ‐4 ‐1575 0.16 302 ‐1575 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 483 ‐302 590 0 0 ‐4 ‐1764 0.15 302 ‐1764 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 486 ‐104 ‐438 0 0 ‐2 ‐1214 0.10 104 ‐1214 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 487 ‐104 ‐438 0 0 ‐2 ‐1149 0.11 104 ‐1149 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 782 9 358 0 0 0 ‐1405 0.00 ‐9 ‐1405 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 783 9 358 0 0 0 ‐1400 0.00 ‐9 ‐1400 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 785 193 ‐178 0 0 0 108 0.00 ‐193 108 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 786 51 ‐881 0 0 0 605 0.00 ‐51 605 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 482 ‐88 724 0 1 ‐4 ‐1661 0.15 88 ‐1661 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 483 ‐88 724 0 1 ‐4 ‐1716 0.15 88 ‐1716 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 486 ‐213 ‐771 0 1 ‐8 ‐2737 0.16 213 ‐2737 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 487 ‐213 ‐771 0 1 ‐8 ‐2604 0.17 213 ‐2604 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 782 254 92 0 0 0 377 0.00 ‐254 377 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 783 254 92 0 0 0 536 0.00 ‐254 536 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 785 76 ‐290 0 0 0 ‐1778 0.00 ‐76 ‐1778 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 786 ‐181 ‐952 0 0 0 ‐879 0.00 181 ‐879 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 482 ‐88 724 0 1 ‐4 ‐1661 0.15 88 ‐1661 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 483 ‐88 724 0 1 ‐4 ‐1716 0.15 88 ‐1716 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 486 ‐213 ‐771 0 1 ‐8 ‐2737 0.16 213 ‐2737 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 487 ‐213 ‐771 0 1 ‐8 ‐2604 0.17 213 ‐2604 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 782 249 80 0 0 0 463 0.00 ‐249 463 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 783 250 79 0 0 0 631 0.00 ‐250 631 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 785 67 ‐290 0 0 0 ‐1829 0.00 ‐67 ‐1829 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 786 ‐192 ‐955 0 0 0 ‐924 0.00 192 ‐924 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 482 ‐302 590 0 0 ‐4 ‐1575 0.16 302 ‐1575 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 483 ‐302 590 0 0 ‐4 ‐1764 0.15 302 ‐1764 B1&B4 CapBeams STR 3 NoScour Mx Min 486 ‐104 ‐438 0 0 ‐2 ‐1214 0.10 104 ‐1214B1&B4_CapBeams_STR_3_NoScour_Mx_Min 486 104 438 0 0 2 1214 0.10 104 1214 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 487 ‐104 ‐438 0 0 ‐2 ‐1149 0.11 104 ‐1149 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 782 ‐1 359 0 0 0 ‐1468 0.00 1 ‐1468 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 783 ‐1 359 0 0 0 ‐1469 0.00 1 ‐1469 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 19 / 64 40   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 3 NoScour Mx Min 785 189 ‐165 0 0 0 225 0.00 ‐189 225_ p _ _ _ _ _ B1&B4_CapBeams_STR_3_NoScour_Mx_Min 786 56 ‐831 0 0 0 689 0.00 ‐56 689 B1&B4_CapBeams_STR_3_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Max 782 303 166 0 0 0 215 0.00 ‐303 215 B1&B4_CapBeams_STR_3_NoScour_My_Max 783 303 166 0 0 0 404 0.00 ‐303 404 B1&B4_CapBeams_STR_3_NoScour_My_Max 785 311 ‐177 0 0 0 ‐37 0.00 ‐311 ‐37 B1&B4_CapBeams_STR_3_NoScour_My_Max 786 127 ‐872 0 0 0 607 0.00 ‐127 607 B1&B4 CapBeams STR 3 NoScour My Min 482 ‐273 841 0 0 ‐7 ‐2258 0 18 273 ‐2258B1&B4_CapBeams_STR_3_NoScour_My_Min 482 ‐273 841 0 0 ‐7 ‐2258 0.18 273 ‐2258 B1&B4_CapBeams_STR_3_NoScour_My_Min 483 ‐273 841 0 0 ‐7 ‐2429 0.17 273 ‐2429 B1&B4_CapBeams_STR_3_NoScour_My_Min 486 ‐213 ‐771 0 1 ‐8 ‐2737 0.16 213 ‐2737 B1&B4_CapBeams_STR_3_NoScour_My_Min 487 ‐213 ‐771 0 1 ‐8 ‐2604 0.17 213 ‐2604 B1&B4_CapBeams_STR_3_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4 C B STR 3 N S M M 486 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_3_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 782 148 74 0 0 0 632 0.00 ‐148 632 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 783 148 74 0 0 0 725 0.00 ‐148 725 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 785 145 ‐83 0 0 0 550 0.00 ‐145 550 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 786 83 ‐512 0 0 0 768 0.00 ‐83 768 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 482 ‐303 855 0 0 ‐7 ‐2330 0.17 303 ‐2330 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 483 ‐303 855 0 0 ‐7 ‐2519 0.16 303 ‐2519 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 486 ‐241 ‐785 0 1 ‐8 ‐2832 0.15 241 ‐2832 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 487 ‐241 ‐785 0 1 ‐8 ‐2681 0.16 241 ‐2681 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 782 100 364 0 0 0 ‐1625 0.00 ‐100 ‐1625 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 783 100 364 0 0 0 ‐1563 0.00 ‐100 ‐1563 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 785 109 ‐374 0 0 0 ‐2169 0.00 ‐109 ‐2169 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 786 ‐221 ‐1277 0 0 0 ‐1013 0.00 221 ‐1013 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 782 253 314 0 0 0 ‐787 0.00 ‐253 ‐787 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 783 253 314 0 0 0 ‐629 0.00 ‐253 ‐629 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 785 263 ‐326 0 0 0 ‐1248 0.00 ‐263 ‐1248 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 482 ‐288 913 0 0 ‐6 ‐2257 0.15 288 ‐2257 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 483 ‐288 913 0 0 ‐6 ‐2437 0.14 288 ‐2437 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 486 ‐251 ‐842 0 0 ‐7 ‐2743 0.14 251 ‐2743 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 487 ‐251 ‐842 0 0 ‐7 ‐2587 0.15 251 ‐2587 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 786 ‐114 ‐1280 0 0 0 ‐181 0.00 114 ‐181 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 482 ‐198 938 0 0 ‐7 ‐2375 0.17 198 ‐2375 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 483 ‐198 938 0 0 ‐7 ‐2498 0.16 198 ‐2498 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 782 253 314 0 0 0 ‐789 0.00 ‐253 ‐789 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 783 253 314 0 0 0 ‐630 0.00 ‐253 ‐630 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4 FullScour Fy Min 483 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_4_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 486 ‐132 ‐860 0 0 ‐8 ‐2844 0.15 132 ‐2844 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 487 ‐132 ‐860 0 0 ‐8 ‐2762 0.16 132 ‐2762 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 20 / 64 41   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 4 FullScour Fy Min 783 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_4_FullScour_Fy_Min 785 263 ‐326 0 0 0 ‐1250 0.00 ‐263 ‐1250 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 786 ‐114 ‐1280 0 0 0 ‐181 0.00 114 ‐181 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 782 147 313 0 0 0 ‐669 0.00 ‐147 ‐669 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 783 147 313 0 0 0 ‐577 0.00 ‐147 ‐577 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 785 146 ‐325 0 0 0 ‐1090 0.00 ‐146 ‐1090 B1&B4 CapBeams STR 4 FullScour Fz Max 786 ‐114 ‐1279 0 0 0 ‐180 0 00 114 ‐180B1&B4_CapBeams_STR_4_FullScour_Fz_Max 786 ‐114 ‐1279 0 0 0 ‐180 0.00 114 ‐180 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 482 ‐198 938 0 0 ‐7 ‐2375 0.17 198 ‐2375 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 483 ‐198 938 0 0 ‐7 ‐2498 0.16 198 ‐2498 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 486 ‐132 ‐860 0 0 ‐8 ‐2844 0.15 132 ‐2844 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 487 ‐132 ‐860 0 0 ‐8 ‐2762 0.16 132 ‐2762 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 482 ‐198 938 0 0 ‐7 ‐2375 0.17 198 ‐2375 B1&B4 C B STR 4 F llS M M 483 198 938 0 0 7 2498 0 16 198 2498B1&B4_CapBeams_STR_4_FullScour_Mx_Max 483 ‐198 938 0 0 ‐7 ‐2498 0.16 198 ‐2498 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 486 ‐132 ‐860 0 0 ‐8 ‐2844 0.15 132 ‐2844 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 487 ‐132 ‐860 0 0 ‐8 ‐2762 0.16 132 ‐2762 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 782 147 313 0 0 0 ‐669 0.00 ‐147 ‐669 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 783 147 313 0 0 0 ‐577 0.00 ‐147 ‐577 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 785 146 ‐325 0 0 0 ‐1090 0.00 ‐146 ‐1090 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 786 ‐114 ‐1279 0 0 0 ‐180 0.00 114 ‐180 B1&B4_CapBeams_STR_4_FullScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Max 782 253 314 0 0 0 ‐787 0.00 ‐253 ‐787 B1&B4_CapBeams_STR_4_FullScour_My_Max 783 253 314 0 0 0 ‐629 0.00 ‐253 ‐629 B1&B4_CapBeams_STR_4_FullScour_My_Max 785 263 ‐326 0 0 0 ‐1248 0.00 ‐263 ‐1248 B1&B4_CapBeams_STR_4_FullScour_My_Max 786 ‐40 ‐1273 0 0 0 ‐188 0.00 40 ‐188 B1&B4_CapBeams_STR_4_FullScour_My_Min 482 ‐198 938 0 0 ‐7 ‐2375 0.17 198 ‐2375 B1&B4_CapBeams_STR_4_FullScour_My_Min 483 ‐198 938 0 0 ‐7 ‐2498 0.16 198 ‐2498 B1&B4_CapBeams_STR_4_FullScour_My_Min 486 ‐132 ‐860 0 0 ‐8 ‐2844 0.15 132 ‐2844 B1&B4_CapBeams_STR_4_FullScour_My_Min 487 ‐132 ‐860 0 0 ‐8 ‐2762 0.16 132 ‐2762 B1&B4_CapBeams_STR_4_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4 FullScour Mz Min 482 ‐198 938 0 0 ‐7 ‐2375 0.17 198 ‐2375B1&B4_CapBeams_STR_4_FullScour_Mz_Min 482 198 938 0 0 7 2375 0.17 198 2375 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 483 ‐198 938 0 0 ‐7 ‐2498 0.16 198 ‐2498 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 486 ‐132 ‐860 0 0 ‐8 ‐2844 0.15 132 ‐2844 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 487 ‐132 ‐860 0 0 ‐8 ‐2762 0.16 132 ‐2762 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 21 / 64 42   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 4 FullScour Mz Min 782 253 314 0 0 0 ‐789 0.00 ‐253 ‐789_ p _ _ _ _ _ B1&B4_CapBeams_STR_4_FullScour_Mz_Min 783 253 314 0 0 0 ‐630 0.00 ‐253 ‐630 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 785 263 ‐326 0 0 0 ‐1250 0.00 ‐263 ‐1250 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 786 ‐40 ‐1273 0 0 0 ‐189 0.00 40 ‐189 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 782 254 313 0 0 0 ‐785 0.00 ‐254 ‐785 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 783 254 313 0 0 0 ‐627 0.00 ‐254 ‐627 B1&B4 CapBeams STR 4 NoScour Fx Max 785 263 ‐326 0 0 0 ‐1252 0 00 ‐263 ‐1252B1&B4_CapBeams_STR_4_NoScour_Fx_Max 785 263 ‐326 0 0 0 ‐1252 0.00 ‐263 ‐1252 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 482 ‐289 916 0 0 ‐6 ‐2266 0.15 289 ‐2266 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 483 ‐289 916 0 0 ‐6 ‐2447 0.14 289 ‐2447 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 486 ‐251 ‐845 0 0 ‐7 ‐2751 0.14 251 ‐2751 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 487 ‐251 ‐845 0 0 ‐7 ‐2594 0.15 251 ‐2594 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 786 ‐115 ‐1281 0 0 0 ‐183 0.00 115 ‐183 B1&B4 C B STR 4 N S F M 482 199 944 0 0 7 2390 0 17 199 2390B1&B4_CapBeams_STR_4_NoScour_Fy_Max 482 ‐199 944 0 0 ‐7 ‐2390 0.17 199 ‐2390 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 483 ‐199 944 0 0 ‐7 ‐2514 0.16 199 ‐2514 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 782 254 313 0 0 0 ‐786 0.00 ‐254 ‐786 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 783 254 313 0 0 0 ‐627 0.00 ‐254 ‐627 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 486 ‐132 ‐864 0 0 ‐8 ‐2859 0.15 132 ‐2859 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 487 ‐132 ‐864 0 0 ‐8 ‐2777 0.16 132 ‐2777 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 785 263 ‐326 0 0 0 ‐1252 0.00 ‐263 ‐1252 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 786 ‐115 ‐1281 0 0 0 ‐183 0.00 115 ‐183 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 782 147 313 0 0 0 ‐667 0.00 ‐147 ‐667 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 783 147 313 0 0 0 ‐574 0.00 ‐147 ‐574 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 785 146 ‐326 0 0 0 ‐1094 0.00 ‐146 ‐1094 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 786 ‐114 ‐1281 0 0 0 ‐183 0.00 114 ‐183 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 482 ‐199 944 0 0 ‐7 ‐2390 0.17 199 ‐2390 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 483 ‐199 944 0 0 ‐7 ‐2514 0.16 199 ‐2514 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 486 ‐132 ‐864 0 0 ‐8 ‐2859 0.15 132 ‐2859 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 487 ‐132 ‐864 0 0 ‐8 ‐2777 0.16 132 ‐2777 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 782 174 187 0 0 0 ‐494 0.00 ‐174 ‐494 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 783 174 187 0 0 0 ‐385 0.00 ‐174 ‐385 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 785 182 ‐194 0 0 0 ‐781 0.00 ‐182 ‐781 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 786 ‐8 ‐756 0 0 0 ‐115 0.00 8 ‐115 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 482 ‐199 944 0 0 ‐7 ‐2390 0.17 199 ‐2390 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 483 ‐199 944 0 0 ‐7 ‐2514 0.16 199 ‐2514 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 486 ‐132 ‐864 0 0 ‐8 ‐2859 0.15 132 ‐2859 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 487 ‐132 ‐864 0 0 ‐8 ‐2777 0.16 132 ‐2777 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 782 174 187 0 0 0 ‐494 0.00 ‐174 ‐494 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 783 174 187 0 0 0 ‐385 0.00 ‐174 ‐385 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 785 182 ‐194 0 0 0 ‐781 0.00 ‐182 ‐781 B1&B4 CapBeams STR 4 NoScour Mx Max 786 ‐8 ‐756 0 0 0 ‐115 0.00 8 ‐115B1&B4_CapBeams_STR_4_NoScour_Mx_Max 786 8 756 0 0 0 115 0.00 8 115 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 486 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 22 / 64 43   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 4 NoScour Mx Min 487 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ _ B1&B4_CapBeams_STR_4_NoScour_Mx_Min 782 147 313 0 0 0 ‐667 0.00 ‐147 ‐667 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 783 147 313 0 0 0 ‐574 0.00 ‐147 ‐574 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 785 146 ‐326 0 0 0 ‐1094 0.00 ‐146 ‐1094 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 786 ‐114 ‐1281 0 0 0 ‐183 0.00 114 ‐183 B1&B4_CapBeams_STR_4_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Max 782 254 313 0 0 0 ‐785 0.00 ‐254 ‐785 B1&B4 CapBeams STR 4 NoScour My Max 783 254 313 0 0 0 ‐627 0 00 ‐254 ‐627B1&B4_CapBeams_STR_4_NoScour_My_Max 783 254 313 0 0 0 ‐627 0.00 ‐254 ‐627 B1&B4_CapBeams_STR_4_NoScour_My_Max 785 263 ‐326 0 0 0 ‐1252 0.00 ‐263 ‐1252 B1&B4_CapBeams_STR_4_NoScour_My_Max 786 ‐40 ‐1273 0 0 0 ‐191 0.00 40 ‐191 B1&B4_CapBeams_STR_4_NoScour_My_Min 482 ‐199 944 0 0 ‐7 ‐2390 0.17 199 ‐2390 B1&B4_CapBeams_STR_4_NoScour_My_Min 483 ‐199 944 0 0 ‐7 ‐2514 0.16 199 ‐2514 B1&B4_CapBeams_STR_4_NoScour_My_Min 486 ‐132 ‐864 0 0 ‐8 ‐2859 0.15 132 ‐2859 B1&B4_CapBeams_STR_4_NoScour_My_Min 487 ‐132 ‐864 0 0 ‐8 ‐2777 0.16 132 ‐2777 B1&B4_CapBeams_STR_4_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4 C B STR 4 N S M Mi 786 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 482 ‐199 944 0 0 ‐7 ‐2390 0.17 199 ‐2390 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 483 ‐199 944 0 0 ‐7 ‐2514 0.16 199 ‐2514 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 486 ‐132 ‐864 0 0 ‐8 ‐2859 0.15 132 ‐2859 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 487 ‐132 ‐864 0 0 ‐8 ‐2777 0.16 132 ‐2777 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 782 254 313 0 0 0 ‐786 0.00 ‐254 ‐786 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 783 254 313 0 0 0 ‐627 0.00 ‐254 ‐627 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 785 263 ‐326 0 0 0 ‐1252 0.00 ‐263 ‐1252 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 786 ‐40 ‐1274 0 0 0 ‐191 0.00 40 ‐191 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 782 355 329 0 0 0 ‐967 0.00 ‐355 ‐967 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 783 355 329 0 0 0 ‐745 0.00 ‐355 ‐745 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 785 378 ‐313 0 0 0 ‐1286 0.00 ‐378 ‐1286 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 786 17 ‐1188 0 0 0 ‐107 0.00 ‐17 ‐107 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 482 ‐314 878 0 0 ‐7 ‐2219 0.18 314 ‐2219 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 483 ‐314 878 0 0 ‐7 ‐2415 0.16 314 ‐2415 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 486 ‐319 ‐790 0 1 ‐7 ‐2650 0.15 319 ‐2650 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 487 ‐319 ‐790 0 1 ‐7 ‐2451 0.16 319 ‐2451 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 786 ‐143 ‐1228 0 0 0 ‐54 0.00 143 ‐54 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 482 ‐137 984 0 0 ‐7 ‐2452 0.16 137 ‐2452 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 483 ‐137 984 0 0 ‐7 ‐2537 0.15 137 ‐2538 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 782 330 339 0 0 0 ‐1034 0.00 ‐330 ‐1034 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 783 330 339 0 0 0 ‐827 0.00 ‐330 ‐827 B1&B4 CapBeams STR 4A FullScour Fy Max 785 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 23 / 64 44   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 4A FullScour Fy Min 486 ‐88 ‐903 0 0 ‐8 ‐2983 0.15 88 ‐2983_ p _ _ _ _ y_ B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 487 ‐88 ‐903 0 0 ‐8 ‐2929 0.15 88 ‐2929 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 785 315 ‐350 0 0 0 ‐1488 0.00 ‐315 ‐1488 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 786 ‐94 ‐1364 0 0 0 ‐8 0.00 94 ‐8 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 482 ‐282 848 0 ‐1 ‐7 ‐2153 0.17 282 ‐2153 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 483 ‐282 848 0 ‐1 ‐7 ‐2329 0.16 282 ‐2329 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 486 ‐202 ‐744 0 ‐1 ‐4 ‐2376 0.10 202 ‐2376 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 487 ‐202 ‐744 0 ‐1 ‐4 ‐2249 0.10 202 ‐2249 B1&B4 CapBeams STR 4A FullScour Fz Max 782 237 275 0 0 0 ‐601 0 00 ‐237 ‐601B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 782 237 275 0 0 0 ‐601 0.00 ‐237 ‐601 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 783 237 275 0 0 0 ‐453 0.00 ‐237 ‐453 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 785 224 ‐311 0 0 0 ‐1277 0.00 ‐224 ‐1277 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 786 ‐55 ‐1206 0 0 0 ‐298 0.00 55 ‐298 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 482 ‐135 824 0 1 ‐4 ‐2046 0.10 135 ‐2046 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 483 ‐135 824 0 1 ‐4 ‐2131 0.10 135 ‐2131 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 486 ‐160 ‐807 0 1 ‐9 ‐2752 0.18 160 ‐2752 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 487 ‐160 ‐807 0 1 ‐9 ‐2652 0.19 160 ‐2652 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 782 174 287 0 0 0 ‐721 0.00 ‐174 ‐721 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 783 174 287 0 0 0 ‐612 0.00 ‐174 ‐612 B1&B4 C B STR 4A F llS F Mi 785 177 286 0 0 0 955 0 00 177 955B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 785 177 ‐286 0 0 0 ‐955 0.00 ‐177 ‐955 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 786 ‐72 ‐1115 0 0 0 ‐83 0.00 72 ‐83 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 482 ‐137 826 0 1 ‐4 ‐2053 0.10 137 ‐2053 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 483 ‐137 826 0 1 ‐4 ‐2139 0.10 137 ‐2139 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 486 ‐160 ‐810 0 1 ‐9 ‐2760 0.18 160 ‐2760 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 487 ‐160 ‐810 0 1 ‐9 ‐2660 0.19 160 ‐2660 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 782 141 283 0 0 0 ‐574 0.00 ‐141 ‐574 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 783 134 278 0 0 0 ‐425 0.00 ‐134 ‐425 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 785 131 ‐304 0 0 0 ‐1066 0.00 ‐131 ‐1066 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 786 ‐109 ‐1170 0 0 0 ‐226 0.00 109 ‐226 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 482 ‐281 850 0 ‐1 ‐7 ‐2158 0.17 281 ‐2158 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 483 ‐281 850 0 ‐1 ‐7 ‐2333 0.16 281 ‐2333 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 486 ‐203 ‐745 0 ‐1 ‐4 ‐2380 0.10 203 ‐2380 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 487 ‐203 ‐745 0 ‐1 ‐4 ‐2253 0.10 203 ‐2253 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 782 282 298 0 0 0 ‐815 0.00 ‐282 ‐815 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 783 276 297 0 0 0 ‐662 0.00 ‐276 ‐662 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 785 297 ‐307 0 0 0 ‐1241 0.00 ‐297 ‐1241 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 786 ‐10 ‐1165 0 0 0 ‐166 0.00 10 ‐166 B1&B4_CapBeams_STR_4A_FullScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Max 782 254 307 0 0 0 ‐861 0.00 ‐254 ‐861 B1&B4_CapBeams_STR_4A_FullScour_My_Max 783 254 307 0 0 0 ‐702 0.00 ‐254 ‐702 B1&B4_CapBeams_STR_4A_FullScour_My_Max 785 272 ‐314 0 0 0 ‐1281 0.00 ‐272 ‐1281 B1&B4_CapBeams_STR_4A_FullScour_My_Max 786 ‐29 ‐1220 0 0 0 ‐226 0.00 29 ‐226 B1&B4_CapBeams_STR_4A_FullScour_My_Min 482 ‐200 898 0 ‐1 ‐8 ‐2320 0.20 200 ‐2320 B1&B4_CapBeams_STR_4A_FullScour_My_Min 483 ‐200 898 0 ‐1 ‐8 ‐2445 0.19 200 ‐2445 B1&B4_CapBeams_STR_4A_FullScour_My_Min 486 ‐156 ‐806 0 1 ‐9 ‐2736 0.19 156 ‐2736 B1&B4_CapBeams_STR_4A_FullScour_My_Min 487 ‐156 ‐806 0 1 ‐9 ‐2638 0.19 156 ‐2638 B1&B4_CapBeams_STR_4A_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4A FullScour Mz Max 783 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 786 ‐92 ‐1236 0 0 0 215 0.00 92 215 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 482 ‐146 949 0 0 ‐7 ‐2499 0.15 146 ‐2499 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 24 / 64 45   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 4A FullScour Mz Min 483 ‐165 932 0 0 ‐7 ‐2595 0.14 165 ‐2595_ p _ _ _ _ _ B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 486 ‐93 ‐902 0 0 ‐8 ‐2988 0.15 93 ‐2988 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 487 ‐91 ‐903 0 0 ‐8 ‐2930 0.15 91 ‐2930 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 782 328 339 0 0 0 ‐1037 0.00 ‐328 ‐1037 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 783 325 338 0 0 0 ‐833 0.00 ‐325 ‐833 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 785 327 ‐348 0 0 0 ‐1493 0.00 ‐327 ‐1493 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 786 ‐41 ‐1217 0 0 0 ‐419 0.00 41 ‐419 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4A NoScour Fx Max 487 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 782 355 329 0 0 0 ‐964 0.00 ‐355 ‐964 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 783 355 329 0 0 0 ‐742 0.00 ‐355 ‐742 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 785 378 ‐313 0 0 0 ‐1289 0.00 ‐378 ‐1289 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 786 16 ‐1189 0 0 0 ‐110 0.00 ‐16 ‐110 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 482 ‐315 882 0 0 ‐7 ‐2230 0.18 315 ‐2230 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 483 ‐315 882 0 0 ‐7 ‐2427 0.17 315 ‐2427 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 486 ‐318 ‐793 0 1 ‐7 ‐2660 0.15 318 ‐2660 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 487 ‐318 ‐793 0 1 ‐7 ‐2461 0.16 318 ‐2461 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4 C B STR 4A N S F Mi 783 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 786 ‐143 ‐1230 0 0 0 ‐54 0.00 143 ‐54 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 482 ‐139 988 0 0 ‐7 ‐2465 0.16 139 ‐2465 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 483 ‐139 988 0 0 ‐7 ‐2552 0.15 139 ‐2552 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 782 330 339 0 0 0 ‐1030 0.00 ‐330 ‐1030 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 783 330 339 0 0 0 ‐824 0.00 ‐330 ‐824 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 486 ‐88 ‐906 0 0 ‐8 ‐2995 0.15 88 ‐2995 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 487 ‐88 ‐906 0 0 ‐8 ‐2939 0.15 88 ‐2939 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 785 315 ‐350 0 0 0 ‐1490 0.00 ‐315 ‐1490 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 786 ‐95 ‐1366 0 0 0 ‐10 0.00 95 ‐10 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 482 ‐282 853 0 ‐1 ‐7 ‐2165 0.18 282 ‐2165 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 483 ‐282 853 0 ‐1 ‐7 ‐2341 0.16 282 ‐2341 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 486 ‐203 ‐749 0 ‐1 ‐4 ‐2389 0.10 203 ‐2389 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 487 ‐203 ‐749 0 ‐1 ‐4 ‐2262 0.10 203 ‐2262 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 782 158 277 0 0 0 ‐533 0.00 ‐158 ‐533 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 783 158 277 0 0 0 ‐435 0.00 ‐158 ‐435 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 785 144 ‐309 0 0 0 ‐1144 0.00 ‐144 ‐1144 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 786 ‐104 ‐1203 0 0 0 ‐279 0.00 104 ‐279 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 482 ‐138 832 0 1 ‐4 ‐2067 0.10 138 ‐2067 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 483 ‐138 832 0 1 ‐4 ‐2153 0.10 138 ‐2153 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 486 ‐160 ‐814 0 1 ‐9 ‐2771 0.18 160 ‐2771 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 487 ‐160 ‐814 0 1 ‐9 ‐2671 0.19 160 ‐2671 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 782 231 286 0 0 0 ‐777 0.00 ‐231 ‐777 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 783 231 286 0 0 0 ‐633 0.00 ‐231 ‐633 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 785 245 ‐287 0 0 0 ‐1068 0.00 ‐245 ‐1068 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 786 ‐22 ‐1103 0 0 0 ‐130 0.00 22 ‐130 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 482 ‐139 833 0 1 ‐4 ‐2072 0.10 139 ‐2073 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 483 ‐139 833 0 1 ‐4 ‐2159 0.10 139 ‐2159 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 486 ‐160 ‐816 0 1 ‐9 ‐2778 0.18 160 ‐2778 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 487 ‐160 ‐816 0 1 ‐9 ‐2678 0.19 160 ‐2678 B1&B4 CapBeams STR 4A NoScour Mx Max 782 142 276 0 0 0 ‐565 0.00 ‐142 ‐565B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 782 142 276 0 0 0 565 0.00 142 565 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 783 137 276 0 0 0 ‐426 0.00 ‐137 ‐426 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 785 131 ‐297 0 0 0 ‐1030 0.00 ‐131 ‐1030 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 786 ‐110 ‐1151 0 0 0 ‐186 0.00 110 ‐186 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 25 / 64 46   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 4A NoScour Mx Min 482 ‐282 854 0 ‐1 ‐7 ‐2168 0.17 282 ‐2168_ p _ _ _ _ _ B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 483 ‐282 854 0 ‐1 ‐7 ‐2345 0.16 282 ‐2345 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 486 ‐203 ‐749 0 ‐1 ‐4 ‐2393 0.10 203 ‐2393 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 487 ‐203 ‐749 0 ‐1 ‐4 ‐2266 0.10 203 ‐2266 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 782 222 290 0 0 0 ‐720 0.00 ‐222 ‐720 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 783 228 294 0 0 0 ‐615 0.00 ‐228 ‐615 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 785 241 ‐299 0 0 0 ‐1159 0.00 ‐241 ‐1159 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 786 ‐38 ‐1155 0 0 0 ‐185 0.00 38 ‐185 B1&B4_CapBeams_STR_4A_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4A NoScour My Max 486 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4A_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Max 782 254 308 0 0 0 ‐859 0.00 ‐254 ‐859 B1&B4_CapBeams_STR_4A_NoScour_My_Max 783 254 308 0 0 0 ‐700 0.00 ‐254 ‐700 B1&B4_CapBeams_STR_4A_NoScour_My_Max 785 271 ‐315 0 0 0 ‐1288 0.00 ‐271 ‐1288 B1&B4_CapBeams_STR_4A_NoScour_My_Max 786 ‐29 ‐1219 0 0 0 ‐238 0.00 29 ‐238 B1&B4_CapBeams_STR_4A_NoScour_My_Min 482 ‐201 904 0 ‐1 ‐8 ‐2336 0.20 201 ‐2336 B1&B4_CapBeams_STR_4A_NoScour_My_Min 483 ‐201 904 0 ‐1 ‐8 ‐2462 0.19 201 ‐2462 B1&B4_CapBeams_STR_4A_NoScour_My_Min 486 ‐156 ‐811 0 1 ‐9 ‐2751 0.19 156 ‐2751 B1&B4_CapBeams_STR_4A_NoScour_My_Min 487 ‐156 ‐811 0 1 ‐9 ‐2653 0.19 156 ‐2653 B1&B4 C B STR 4A N S M Mi 782 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4A_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 786 ‐93 ‐1237 0 0 0 212 0.00 93 212 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 482 ‐147 953 0 0 ‐7 ‐2510 0.16 147 ‐2511 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 483 ‐167 950 0 0 ‐7 ‐2608 0.15 167 ‐2608 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 486 ‐93 ‐906 0 0 ‐8 ‐2999 0.15 93 ‐2999 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 487 ‐92 ‐906 0 0 ‐8 ‐2941 0.15 92 ‐2941 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 782 329 338 0 0 0 ‐1033 0.00 ‐329 ‐1033 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 783 326 338 0 0 0 ‐829 0.00 ‐326 ‐829 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 785 326 ‐348 0 0 0 ‐1495 0.00 ‐326 ‐1495 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 786 ‐41 ‐1217 0 0 0 ‐419 0.00 41 ‐419 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 482 78 583 0 0 ‐4 ‐1491 0.15 ‐78 ‐1491 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 483 78 583 0 0 ‐4 ‐1442 0.15 ‐78 ‐1442 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 486 69 ‐547 0 0 ‐3 ‐1646 0.11 ‐69 ‐1646 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 487 69 ‐547 0 0 ‐3 ‐1689 0.11 ‐69 ‐1689 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 782 398 264 0 0 0 ‐562 0.00 ‐398 ‐562 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 783 398 264 0 0 0 ‐313 0.00 ‐398 ‐313 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 785 417 ‐245 0 0 0 ‐801 0.00 ‐417 ‐801 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 786 110 ‐777 0 0 0 230 0.00 ‐110 230 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 482 ‐383 825 0 ‐1 ‐7 ‐2156 0.20 383 ‐2156 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 483 ‐383 825 0 ‐1 ‐7 ‐2396 0.18 383 ‐2396 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 486 ‐366 ‐736 0 1 ‐7 ‐2564 0.15 366 ‐2564 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 487 ‐366 ‐736 0 1 ‐7 ‐2335 0.16 366 ‐2335 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 782 ‐27 222 0 0 0 ‐564 0.00 27 ‐564 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 783 ‐27 222 0 0 0 ‐581 0.00 27 ‐581 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 785 ‐43 ‐238 0 0 0 ‐996 0.00 43 ‐996 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 786 ‐213 ‐1267 0 0 0 ‐342 0.00 213 ‐342 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 482 ‐190 954 0 0 ‐7 ‐2431 0.17 190 ‐2431 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 483 ‐190 954 0 0 ‐7 ‐2550 0.16 190 ‐2550 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 5 FullScour Fy Max 487 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_5_FullScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 782 267 362 0 0 0 ‐1344 0.00 ‐267 ‐1344 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 783 267 362 0 0 0 ‐1177 0.00 ‐267 ‐1177 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 26 / 64 47   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 5 FullScour Fy Max 786 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_5_FullScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 486 ‐134 ‐880 0 1 ‐8 ‐2993 0.15 134 ‐2993 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 487 ‐134 ‐880 0 1 ‐8 ‐2909 0.15 134 ‐2909 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 785 241 ‐377 0 0 0 ‐1885 0.00 ‐241 ‐1885 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 786 ‐165 ‐1398 0 0 0 ‐287 0.00 165 ‐287 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 482 ‐283 598 0 ‐1 ‐6 ‐1586 0.23 283 ‐1586 B1&B4 CapBeams STR 5 FullScour Fz Max 483 ‐283 598 0 ‐1 ‐6 ‐1763 0 20 283 ‐1763B1&B4_CapBeams_STR_5_FullScour_Fz_Max 483 ‐283 598 0 ‐1 ‐6 ‐1763 0.20 283 ‐1763 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 486 ‐108 ‐463 0 ‐1 ‐2 ‐1376 0.07 108 ‐1376 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 487 ‐108 ‐463 0 ‐1 ‐2 ‐1308 0.07 108 ‐1308 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 782 84 269 0 0 0 ‐602 0.00 ‐84 ‐602 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 783 84 269 0 0 0 ‐549 0.00 ‐84 ‐549 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 785 105 ‐261 0 0 0 ‐786 0.00 ‐105 ‐786 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 786 ‐89 ‐1063 0 0 0 ‐105 0.00 89 ‐105 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 482 ‐74 718 0 2 ‐3 ‐1726 0.09 74 ‐1726 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 483 ‐74 718 0 1 ‐3 ‐1772 0.08 74 ‐1772 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 486 ‐186 ‐748 0 1 ‐9 ‐2635 0.19 186 ‐2635 B1&B4 C B STR 5 F llS F Mi 487 186 748 0 2 9 2519 0 20 186 2519B1&B4_CapBeams_STR_5_FullScour_Fz_Min 487 ‐186 ‐748 0 2 ‐9 ‐2519 0.20 186 ‐2519 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 782 178 185 0 0 0 ‐403 0.00 ‐178 ‐403 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 783 178 185 0 0 0 ‐292 0.00 ‐178 ‐292 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 785 144 ‐217 0 0 0 ‐886 0.00 ‐144 ‐886 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 786 ‐58 ‐825 0 0 0 ‐178 0.00 58 ‐178 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 482 ‐75 719 0 2 ‐3 ‐1731 0.09 75 ‐1731 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 483 ‐75 719 0 1 ‐3 ‐1778 0.08 75 ‐1778 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 486 ‐187 ‐751 0 1 ‐9 ‐2648 0.19 187 ‐2648 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 487 ‐187 ‐751 0 2 ‐9 ‐2531 0.20 187 ‐2531 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 782 182 163 0 0 0 ‐127 0.00 ‐182 ‐127 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 783 216 153 0 0 0 4 0.00 ‐216 4 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 785 115 ‐251 0 0 0 ‐1245 0.00 ‐115 ‐1245 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 786 ‐98 ‐895 0 0 0 ‐498 0.00 98 ‐498 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 482 ‐282 598 0 ‐1 ‐6 ‐1585 0.22 282 ‐1585 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 483 ‐282 598 0 ‐1 ‐6 ‐1761 0.20 282 ‐1761 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 486 ‐109 ‐464 0 ‐1 ‐2 ‐1379 0.07 109 ‐1379 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 487 ‐109 ‐464 0 ‐1 ‐2 ‐1311 0.07 109 ‐1311 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 782 111 309 0 0 0 ‐932 0.00 ‐111 ‐932 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 783 107 319 0 0 0 ‐926 0.00 ‐107 ‐926 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 785 188 ‐246 0 0 0 ‐597 0.00 ‐188 ‐597 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 786 ‐28 ‐1043 0 0 0 158 0.00 28 158 B1&B4_CapBeams_STR_5_FullScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Max 782 240 257 0 0 0 ‐572 0.00 ‐240 ‐572 B1&B4_CapBeams_STR_5_FullScour_My_Max 783 240 257 0 0 0 ‐422 0.00 ‐240 ‐422 B1&B4_CapBeams_STR_5_FullScour_My_Max 785 250 ‐265 0 0 0 ‐954 0.00 ‐250 ‐954 B1&B4_CapBeams_STR_5_FullScour_My_Max 786 ‐2 ‐1086 0 0 0 ‐74 0.00 2 ‐74 B1&B4_CapBeams_STR_5_FullScour_My_Min 482 ‐247 839 0 ‐1 ‐9 ‐2232 0.23 247 ‐2232 B1&B4_CapBeams_STR_5_FullScour_My_Min 483 ‐247 839 0 ‐1 ‐9 ‐2387 0.21 247 ‐2387 B1&B4_CapBeams_STR_5_FullScour_My_Min 486 ‐190 ‐776 0 1 ‐10 ‐2732 0.20 190 ‐2732 B1&B4_CapBeams_STR_5_FullScour_My_Min 487 ‐190 ‐776 0 1 ‐10 ‐2614 0.21 190 ‐2614 B1&B4_CapBeams_STR_5_FullScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 5 FullScour Mz Max 486 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_5_FullScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 782 73 131 0 0 0 269 0.00 ‐73 269 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 783 77 131 0 0 0 316 0.00 ‐77 316 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 27 / 64 48   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 5 FullScour Mz Max 785 95 ‐141 0 0 0 39 0.00 ‐95 39_ p _ _ _ _ _ B1&B4_CapBeams_STR_5_FullScour_Mz_Max 786 ‐11 ‐840 0 0 0 675 0.00 11 675 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 482 ‐199 908 0 0 ‐7 ‐2494 0.17 199 ‐2494 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 483 ‐223 904 0 0 ‐7 ‐2625 0.16 223 ‐2625 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 486 ‐157 ‐878 0 1 ‐8 ‐3035 0.16 157 ‐3035 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 487 ‐156 ‐878 0 1 ‐8 ‐2938 0.16 156 ‐2938 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 782 282 357 0 0 0 ‐1371 0.00 ‐282 ‐1371 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 783 276 358 0 0 0 ‐1197 0.00 ‐276 ‐1197 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 785 271 ‐371 0 0 0 ‐1908 0.00 ‐271 ‐1908 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 786 ‐97 ‐1266 0 0 0 ‐770 0.00 97 ‐770 B1&B4 CapBeams STR 5 NoScour Fx Max 482 76 587 0 0 ‐4 ‐1503 0 15 ‐76 ‐1503B1&B4_CapBeams_STR_5_NoScour_Fx_Max 482 76 587 0 0 ‐4 ‐1503 0.15 ‐76 ‐1503 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 483 76 587 0 0 ‐4 ‐1456 0.15 ‐76 ‐1456 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 486 67 ‐551 0 0 ‐3 ‐1664 0.11 ‐67 ‐1664 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 487 67 ‐551 0 ‐1 ‐3 ‐1705 0.11 ‐67 ‐1705 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 782 398 264 0 0 0 ‐564 0.00 ‐398 ‐564 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 783 398 264 0 0 0 ‐315 0.00 ‐398 ‐315 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 785 416 ‐246 0 0 0 ‐808 0.00 ‐416 ‐808 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 786 109 ‐778 0 0 0 223 0.00 ‐109 223 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 482 ‐383 828 0 ‐1 ‐8 ‐2164 0.20 383 ‐2164 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 483 ‐383 828 0 ‐1 ‐8 ‐2404 0.18 383 ‐2404 B1&B4 C B STR 5 N S F Mi 486 365 739 0 1 7 2571 0 15 365 2571B1&B4_CapBeams_STR_5_NoScour_Fx_Min 486 ‐365 ‐739 0 1 ‐7 ‐2571 0.15 365 ‐2571 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 487 ‐365 ‐739 0 1 ‐7 ‐2343 0.16 365 ‐2343 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 782 ‐26 222 0 0 0 ‐559 0.00 26 ‐559 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 783 ‐26 222 0 0 0 ‐575 0.00 26 ‐575 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 785 ‐42 ‐238 0 0 0 ‐993 0.00 42 ‐993 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 786 ‐212 ‐1268 0 0 0 ‐339 0.00 212 ‐339 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 482 ‐192 957 0 0 ‐7 ‐2442 0.17 192 ‐2442 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 483 ‐192 957 0 0 ‐7 ‐2562 0.17 192 ‐2562 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 782 268 361 0 0 0 ‐1336 0.00 ‐268 ‐1336 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 783 268 361 0 0 0 ‐1168 0.00 ‐268 ‐1168 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 486 ‐152 ‐881 0 1 ‐8 ‐3035 0.16 152 ‐3035 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 487 ‐152 ‐881 0 1 ‐8 ‐2940 0.16 152 ‐2940 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 785 241 ‐377 0 0 0 ‐1881 0.00 ‐241 ‐1881 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 786 ‐164 ‐1398 0 0 0 ‐285 0.00 164 ‐285 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 482 ‐283 600 0 ‐1 ‐6 ‐1591 0.23 283 ‐1591 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 483 ‐283 600 0 ‐1 ‐6 ‐1767 0.20 283 ‐1767 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 486 ‐109 ‐466 0 ‐1 ‐2 ‐1387 0.07 109 ‐1387 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 487 ‐109 ‐466 0 ‐1 ‐2 ‐1319 0.07 109 ‐1319 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 782 122 297 0 0 0 ‐707 0.00 ‐122 ‐707 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 783 122 297 0 0 0 ‐631 0.00 ‐122 ‐631 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 785 176 ‐282 0 0 0 ‐946 0.00 ‐176 ‐946 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 786 ‐54 ‐1140 0 0 0 ‐142 0.00 54 ‐142 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 482 ‐77 725 0 2 ‐3 ‐1747 0.09 77 ‐1747 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 483 ‐77 725 0 1 ‐3 ‐1795 0.09 77 ‐1795 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 486 ‐186 ‐754 0 1 ‐9 ‐2653 0.19 186 ‐2653 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 487 ‐186 ‐754 0 2 ‐9 ‐2537 0.20 186 ‐2537 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 782 212 188 0 0 0 ‐454 0.00 ‐212 ‐454 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 783 212 188 0 0 0 ‐321 0.00 ‐212 ‐321 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 785 180 ‐220 0 0 0 ‐946 0.00 ‐180 ‐946 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 786 ‐35 ‐824 0 0 0 ‐194 0.00 35 ‐194 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 482 ‐77 727 0 2 ‐3 ‐1752 0.09 77 ‐1752 B1&B4 CapBeams STR 5 NoScour Mx Max 483 ‐77 727 0 1 ‐3 ‐1800 0.09 77 ‐1800B1&B4_CapBeams_STR_5_NoScour_Mx_Max 483 77 727 0 1 3 1800 0.09 77 1800 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 486 ‐187 ‐757 0 1 ‐9 ‐2664 0.19 187 ‐2664 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 487 ‐187 ‐757 0 2 ‐9 ‐2547 0.20 187 ‐2547 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 782 217 154 0 0 0 ‐151 0.00 ‐217 ‐151 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 28 / 64 49   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands B1&B4 CapBeams STR 5 NoScour Mx Max 783 218 153 0 0 0 25 0.00 ‐218 25_ p _ _ _ _ _ B1&B4_CapBeams_STR_5_NoScour_Mx_Max 785 152 ‐241 0 0 0 ‐1236 0.00 ‐152 ‐1236 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 786 ‐77 ‐880 0 0 0 ‐435 0.00 77 ‐435 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 482 ‐282 601 0 ‐1 ‐6 ‐1591 0.23 282 ‐1591 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 483 ‐282 601 0 ‐1 ‐6 ‐1767 0.20 282 ‐1767 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 486 ‐111 ‐467 0 ‐1 ‐2 ‐1392 0.07 111 ‐1392 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 487 ‐111 ‐467 0 ‐1 ‐2 ‐1323 0.07 111 ‐1323 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 782 92 307 0 0 0 ‐917 0.00 ‐92 ‐917 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 783 85 313 0 0 0 ‐907 0.00 ‐85 ‐907 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 785 158 ‐243 0 0 0 ‐537 0.00 ‐158 ‐537 B1&B4 CapBeams STR 5 NoScour Mx Min 786 ‐40 ‐1035 0 0 0 157 0 00 40 157B1&B4_CapBeams_STR_5_NoScour_Mx_Min 786 ‐40 ‐1035 0 0 0 157 0.00 40 157 B1&B4_CapBeams_STR_5_NoScour_My_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Max 782 244 258 0 0 0 ‐576 0.00 ‐244 ‐576 B1&B4_CapBeams_STR_5_NoScour_My_Max 783 244 258 0 0 0 ‐423 0.00 ‐244 ‐423 B1&B4_CapBeams_STR_5_NoScour_My_Max 785 248 ‐267 0 0 0 ‐971 0.00 ‐248 ‐971 B1&B4_CapBeams_STR_5_NoScour_My_Max 786 ‐2 ‐1088 0 0 0 ‐94 0.00 2 ‐94 B1&B4_CapBeams_STR_5_NoScour_My_Min 482 ‐248 844 0 ‐1 ‐9 ‐2244 0.23 248 ‐2244 B1&B4 C B STR 5 N S M Mi 483 248 844 0 1 9 2399 0 21 248 2399B1&B4_CapBeams_STR_5_NoScour_My_Min 483 ‐248 844 0 ‐1 ‐9 ‐2399 0.21 248 ‐2399 B1&B4_CapBeams_STR_5_NoScour_My_Min 486 ‐190 ‐780 0 1 ‐10 ‐2742 0.20 190 ‐2743 B1&B4_CapBeams_STR_5_NoScour_My_Min 487 ‐190 ‐780 0 1 ‐10 ‐2624 0.21 190 ‐2624 B1&B4_CapBeams_STR_5_NoScour_My_Min 782 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Min 785 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Min 786 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 482 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 483 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 486 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 487 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 782 73 132 0 0 0 264 0.00 ‐73 264 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 783 77 132 0 0 0 310 0.00 ‐77 310 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 785 94 ‐142 0 0 0 29 0.00 ‐94 29 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 786 ‐12 ‐843 0 0 0 669 0.00 12 669 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 482 ‐199 910 0 0 ‐7 ‐2501 0.17 199 ‐2501 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 483 ‐223 907 0 0 ‐7 ‐2633 0.16 223 ‐2633 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 486 ‐157 ‐880 0 1 ‐8 ‐3042 0.16 157 ‐3042 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 487 ‐155 ‐881 0 1 ‐8 ‐2944 0.16 155 ‐2944 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 782 282 356 0 0 0 ‐1363 0.00 ‐282 ‐1363 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 783 277 357 0 0 0 ‐1188 0.00 ‐277 ‐1188 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 785 271 ‐371 0 0 0 ‐1904 0.00 ‐271 ‐1904 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 786 ‐96 ‐1265 0 0 0 ‐767 0.00 96 ‐767 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 482 377 925 ‐166 77 ‐66 1322 2.86 ‐377 1324 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 482 306 893 ‐182 80 ‐69 948 4.17 ‐306 950 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 483 201 923 ‐120 77 ‐66 1220 3.09 ‐201 1222 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 483 153 891 ‐132 80 ‐69 845 4.68 ‐153 848 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 486 220 ‐850 ‐115 77 ‐76 985 4.42 ‐220 988 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 486 175 ‐821 ‐127 80 ‐77 628 6.94 ‐175 633 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 487 398 ‐852 ‐166 77 ‐76 1067 4.08 ‐398 1069 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 487 331 ‐823 ‐182 80 ‐77 710 6.16 ‐331 714 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 782 446 452 86 150 379 1737 12.31 ‐446 1778 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 782 452 450 86 164 379 1768 12.09 ‐452 1808 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 339 441 45 150 379 1820 11.77 ‐339 1859 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 338 441 45 164 379 1851 11.57 ‐338 1890 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 785 443 ‐470 86 150 269 1721 8.87 ‐443 1742 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 785 448 ‐469 86 164 268 1749 8.72 ‐448 1770 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 786 267 ‐1425 110 150 269 2378 6.45 ‐267 2393 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 786 271 ‐1418 110 164 268 2406 6.36 ‐271 2421 ColumnCaps 500YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 482 377 925 ‐166 77 ‐66 ‐4412 0.86 ‐377 ‐4413ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P max/Mz min) 482 377 925 166 77 66 4412 0.86 377 4413 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 482 306 893 ‐182 80 ‐69 ‐4047 0.98 ‐306 ‐4047 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 483 201 923 ‐120 77 ‐66 ‐4514 0.84 ‐201 ‐4514 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 483 153 891 ‐132 80 ‐69 ‐4149 0.95 ‐153 ‐4149 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 29 / 64 50   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands ColumnCaps 500YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 486 220 ‐850 ‐115 77 ‐76 ‐4723 0.92 ‐220 ‐4724p _ _ _ Q_( \ ) ( / ) ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 486 175 ‐821 ‐127 80 ‐77 ‐4367 1.00 ‐175 ‐4368 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 487 398 ‐852 ‐166 77 ‐76 ‐4642 0.94 ‐398 ‐4642 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 487 331 ‐823 ‐182 80 ‐77 ‐4286 1.02 ‐331 ‐4287 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 782 446 452 86 150 379 ‐2697 8.00 ‐446 ‐2723 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 782 452 450 86 164 379 ‐2723 7.92 ‐452 ‐2749 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 339 441 45 150 379 ‐2614 8.25 ‐339 ‐2641 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 338 441 45 164 379 ‐2640 8.17 ‐338 ‐2667 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 785 443 ‐470 86 150 269 ‐3287 4.67 ‐443 ‐3298 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 785 448 ‐469 86 164 268 ‐3321 4.62 ‐448 ‐3331 ColumnCaps 500YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 786 267 ‐1425 110 150 269 ‐2631 5 83 ‐267 ‐2644ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 786 267 ‐1425 110 150 269 ‐2631 5.83 ‐267 ‐2644 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 786 271 ‐1418 110 164 268 ‐2664 5.75 ‐271 ‐2677 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 482 ‐702 925 ‐166 77 ‐66 1322 2.86 702 1324 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 482 ‐633 893 ‐182 80 ‐69 948 4.17 633 950 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 483 ‐527 923 ‐120 77 ‐66 1220 3.09 527 1222 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 483 ‐481 891 ‐132 80 ‐69 845 4.68 481 848 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 486 ‐481 ‐850 ‐115 77 ‐76 985 4.42 481 988 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 486 ‐435 ‐821 ‐127 80 ‐77 628 6.94 435 633 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 487 ‐659 ‐852 ‐166 77 ‐76 1067 4.08 659 1069 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 487 ‐591 ‐823 ‐182 80 ‐77 710 6.16 591 714 C l C 500YR E RSA EQ (A\B) (P i /M ) 782 182 452 86 150 379 1737 12 31 182 1778ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 782 ‐182 452 86 150 379 1737 12.31 182 1778 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 782 ‐186 450 86 164 379 1768 12.09 186 1808 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 783 ‐75 441 45 150 379 1820 11.77 75 1859 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 783 ‐73 441 45 164 379 1851 11.57 73 1890 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 785 ‐175 ‐470 86 150 269 1721 8.87 175 1742 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 785 ‐181 ‐469 86 164 268 1749 8.72 181 1770 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 786 ‐373 ‐1425 110 150 269 2378 6.45 373 2393 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 786 ‐379 ‐1418 110 164 268 2406 6.36 379 2421 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 482 ‐702 925 ‐166 77 ‐66 ‐4412 0.86 702 ‐4413 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 482 ‐633 893 ‐182 80 ‐69 ‐4047 0.98 633 ‐4047 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 483 ‐527 923 ‐120 77 ‐66 ‐4514 0.84 527 ‐4514 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 483 ‐481 891 ‐132 80 ‐69 ‐4149 0.95 481 ‐4149 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 486 ‐481 ‐850 ‐115 77 ‐76 ‐4723 0.92 481 ‐4724 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 486 ‐435 ‐821 ‐127 80 ‐77 ‐4367 1.00 435 ‐4368 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 487 ‐659 ‐852 ‐166 77 ‐76 ‐4642 0.94 659 ‐4642 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 487 ‐591 ‐823 ‐182 80 ‐77 ‐4286 1.02 591 ‐4287 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 782 ‐182 452 86 150 379 ‐2697 8.00 182 ‐2723 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 782 ‐186 450 86 164 379 ‐2723 7.92 186 ‐2749 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐75 441 45 150 379 ‐2614 8.25 75 ‐2641 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐73 441 45 164 379 ‐2640 8.17 73 ‐2667 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 785 ‐175 ‐470 86 150 269 ‐3287 4.67 175 ‐3298 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 785 ‐181 ‐469 86 164 268 ‐3321 4.62 181 ‐3331 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 786 ‐373 ‐1425 110 150 269 ‐2631 5.83 373 ‐2644 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 786 ‐379 ‐1418 110 164 268 ‐2664 5.75 379 ‐2677 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1559 1370 ‐54 182 ‐79 7080 0.64 ‐1559 7080 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1320 1268 ‐59 202 ‐86 5868 0.84 ‐1320 5868 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 483 975 1369 ‐38 182 ‐79 6978 0.65 ‐975 6978 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 483 818 1267 ‐42 202 ‐86 5766 0.86 ‐818 5766 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 486 984 ‐1278 ‐37 182 ‐80 6856 0.67 ‐984 6856 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 486 831 ‐1181 ‐40 202 ‐86 5641 0.88 ‐831 5642 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 1572 ‐1279 ‐53 182 ‐80 6937 0.66 ‐1572 6938 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 1339 ‐1183 ‐58 202 ‐86 5722 0.86 ‐1339 5723 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 938 781 40 410 365 6422 3.26 ‐938 6433 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 965 790 39 407 360 6551 3.15 ‐965 6561 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 616 778 34 410 365 6505 3.21 ‐616 6515 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 621 787 33 407 360 6634 3.11 ‐621 6644 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 785 942 ‐792 39 410 353 6950 2.91 ‐942 6959 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 785 969 ‐801 39 407 347 7089 2.80 ‐969 7097 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 957 ‐2022 42 410 353 7606 2.66 ‐957 7614 ColumnCaps 500YR EnvRSA EQ (C\D) (P‐max/Mz‐max) 786 977 ‐2038 42 407 347 7746 2.57 ‐977 7753ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P max/Mz max) 786 977 2038 42 407 347 7746 2.57 977 7753 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 482 1559 1370 ‐54 182 ‐79 ‐10170 0.45 ‐1559 ‐10170 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 482 1320 1268 ‐59 202 ‐86 ‐8967 0.55 ‐1320 ‐8967 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 483 975 1369 ‐38 182 ‐79 ‐10271 0.44 ‐975 ‐10272 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 30 / 64 51   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands ColumnCaps 500YR EnvRSA EQ (C\D) (P‐max/Mz‐min) 483 818 1267 ‐42 202 ‐86 ‐9069 0.54 ‐818 ‐9069p _ _ _ Q_( \ ) ( / ) ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 486 984 ‐1278 ‐37 182 ‐80 ‐10594 0.43 ‐984 ‐10594 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 486 831 ‐1181 ‐40 202 ‐86 ‐9380 0.53 ‐831 ‐9381 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 487 1572 ‐1279 ‐53 182 ‐80 ‐10512 0.44 ‐1572 ‐10512 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 487 1339 ‐1183 ‐58 202 ‐86 ‐9299 0.53 ‐1339 ‐9300 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 782 938 781 40 410 365 ‐7381 2.83 ‐938 ‐7390 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 782 965 790 39 407 360 ‐7505 2.75 ‐965 ‐7514 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 616 778 34 410 365 ‐7299 2.87 ‐616 ‐7308 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 621 787 33 407 360 ‐7423 2.78 ‐621 ‐7431 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 785 942 ‐792 39 410 353 ‐8515 2.37 ‐942 ‐8523 ColumnCaps 500YR EnvRSA EQ (C\D) (P‐max/Mz‐min) 785 969 ‐801 39 407 347 ‐8660 2 30 ‐969 ‐8667ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 785 969 ‐801 39 407 347 ‐8660 2.30 ‐969 ‐8667 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 786 957 ‐2022 42 410 353 ‐7859 2.57 ‐957 ‐7867 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 786 977 ‐2038 42 407 347 ‐8003 2.48 ‐977 ‐8010 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 482 ‐1885 1370 ‐54 182 ‐79 7080 0.64 1885 7080 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 482 ‐1648 1268 ‐59 202 ‐86 5868 0.84 1648 5868 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 483 ‐1300 1369 ‐38 182 ‐79 6978 0.65 1300 6978 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 483 ‐1145 1267 ‐42 202 ‐86 5766 0.86 1145 5766 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 486 ‐1245 ‐1278 ‐37 182 ‐80 6856 0.67 1245 6856 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 486 ‐1091 ‐1181 ‐40 202 ‐86 5641 0.88 1091 5642 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 487 ‐1833 ‐1279 ‐53 182 ‐80 6937 0.66 1833 6938 C l C 500YR E RSA EQ (C\D) (P i /M ) 487 1598 1183 58 202 86 5722 0 86 1598 5723ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 487 ‐1598 ‐1183 ‐58 202 ‐86 5722 0.86 1598 5723 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 782 ‐674 781 40 410 365 6422 3.26 674 6433 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 782 ‐700 790 39 407 360 6551 3.15 700 6561 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐352 778 34 410 365 6505 3.21 352 6515 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐355 787 33 407 360 6634 3.11 355 6644 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 785 ‐674 ‐792 39 410 353 6950 2.91 674 6959 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 785 ‐701 ‐801 39 407 347 7089 2.80 701 7097 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 786 ‐1064 ‐2022 42 410 353 7606 2.66 1064 7614 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 786 ‐1084 ‐2038 42 407 347 7746 2.57 1084 7753 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 482 ‐1885 1370 ‐54 182 ‐79 ‐10170 0.45 1885 ‐10170 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 482 ‐1648 1268 ‐59 202 ‐86 ‐8967 0.55 1648 ‐8967 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 483 ‐1300 1369 ‐38 182 ‐79 ‐10271 0.44 1300 ‐10272 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 483 ‐1145 1267 ‐42 202 ‐86 ‐9069 0.54 1145 ‐9069 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 486 ‐1245 ‐1278 ‐37 182 ‐80 ‐10594 0.43 1245 ‐10594 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 486 ‐1091 ‐1181 ‐40 202 ‐86 ‐9380 0.53 1091 ‐9381 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 487 ‐1833 ‐1279 ‐53 182 ‐80 ‐10512 0.44 1833 ‐10512 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 487 ‐1598 ‐1183 ‐58 202 ‐86 ‐9299 0.53 1598 ‐9300 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 782 ‐674 781 40 410 365 ‐7381 2.83 674 ‐7390 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 782 ‐700 790 39 407 360 ‐7505 2.75 700 ‐7514 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐352 778 34 410 365 ‐7299 2.87 352 ‐7308 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐355 787 33 407 360 ‐7423 2.78 355 ‐7431 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 785 ‐674 ‐792 39 410 353 ‐8515 2.37 674 ‐8523 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 785 ‐701 ‐801 39 407 347 ‐8660 2.30 701 ‐8667 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 786 ‐1064 ‐2022 42 410 353 ‐7859 2.57 1064 ‐7867 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 786 ‐1084 ‐2038 42 407 347 ‐8003 2.48 1084 ‐8010 ColumnCaps_500YR_EnvRSA_EQ_A 482 377 925 166 77 57 1322 2.48 ‐377 1323 ColumnCaps_500YR_EnvRSA_EQ_A 482 306 893 182 80 60 948 3.65 ‐306 949 ColumnCaps_500YR_EnvRSA_EQ_A 483 201 923 120 77 57 1220 2.69 ‐201 1222 ColumnCaps_500YR_EnvRSA_EQ_A 483 153 891 132 80 60 845 4.09 ‐153 847 ColumnCaps_500YR_EnvRSA_EQ_A 486 220 ‐288 115 77 67 985 3.87 ‐220 988 ColumnCaps_500YR_EnvRSA_EQ_A 486 175 ‐319 127 80 67 628 6.08 ‐175 632 ColumnCaps_500YR_EnvRSA_EQ_A 487 398 ‐286 166 77 67 1067 3.57 ‐398 1069 ColumnCaps_500YR_EnvRSA_EQ_A 487 331 ‐316 182 80 67 710 5.39 ‐331 713 ColumnCaps_500YR_EnvRSA_EQ_A 782 446 452 86 150 379 1737 12.31 ‐446 1778 ColumnCaps_500YR_EnvRSA_EQ_A 782 452 450 86 164 379 1768 12.09 ‐452 1808 ColumnCaps_500YR_EnvRSA_EQ_A 783 339 441 45 150 379 1820 11.77 ‐339 1859 ColumnCaps_500YR_EnvRSA_EQ_A 783 338 441 45 164 379 1851 11.57 ‐338 1890 ColumnCaps_500YR_EnvRSA_EQ_A 785 443 35 86 150 269 1721 8.87 ‐443 1742 ColumnCaps_500YR_EnvRSA_EQ_A 785 448 33 86 164 268 1749 8.72 ‐448 1770 ColumnCaps 500YR EnvRSA EQ A 786 267 ‐280 110 150 269 2378 6.45 ‐267 2393ColumnCaps_500YR_EnvRSA_EQ_A 786 267 280 110 150 269 2378 6.45 267 2393 ColumnCaps_500YR_EnvRSA_EQ_A 786 271 ‐287 110 164 268 2406 6.36 ‐271 2421 ColumnCaps_500YR_EnvRSA_EQ_B 482 ‐702 312 ‐166 ‐77 ‐66 ‐4412 0.86 702 ‐4413 ColumnCaps_500YR_EnvRSA_EQ_B 482 ‐633 346 ‐182 ‐80 ‐69 ‐4047 0.98 633 ‐4047 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 31 / 64 52   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Inside Column Face Load Data  (from LARSA) min 0.00 ‐255 ‐2754 max 0.19 312 301 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Load Combination Element ID Transformed Demands ColumnCaps 500YR EnvRSA EQ B 483 ‐527 313 ‐120 ‐77 ‐66 ‐4514 0.84 527 ‐4514p _ _ _ Q_ ColumnCaps_500YR_EnvRSA_EQ_B 483 ‐481 348 ‐132 ‐80 ‐69 ‐4149 0.95 481 ‐4149 ColumnCaps_500YR_EnvRSA_EQ_B 486 ‐481 ‐850 ‐115 ‐77 ‐76 ‐4723 0.92 481 ‐4724 ColumnCaps_500YR_EnvRSA_EQ_B 486 ‐435 ‐821 ‐127 ‐80 ‐77 ‐4367 1.00 435 ‐4368 ColumnCaps_500YR_EnvRSA_EQ_B 487 ‐659 ‐852 ‐166 ‐77 ‐76 ‐4642 0.94 659 ‐4642 ColumnCaps_500YR_EnvRSA_EQ_B 487 ‐591 ‐823 ‐182 ‐80 ‐77 ‐4286 1.02 591 ‐4287 ColumnCaps_500YR_EnvRSA_EQ_B 782 ‐182 ‐34 ‐86 ‐150 ‐379 ‐2697 8.00 182 ‐2723 ColumnCaps_500YR_EnvRSA_EQ_B 782 ‐186 ‐34 ‐86 ‐164 ‐379 ‐2723 7.92 186 ‐2749 ColumnCaps_500YR_EnvRSA_EQ_B 783 ‐75 ‐24 ‐45 ‐150 ‐379 ‐2614 8.25 75 ‐2641 ColumnCaps_500YR_EnvRSA_EQ_B 783 ‐73 ‐24 ‐45 ‐164 ‐379 ‐2640 8.17 73 ‐2667 ColumnCaps 500YR EnvRSA EQ B 785 ‐175 ‐470 ‐86 ‐150 ‐269 ‐3287 4 67 175 ‐3298ColumnCaps_500YR_EnvRSA_EQ_B 785 ‐175 ‐470 ‐86 ‐150 ‐269 ‐3287 4.67 175 ‐3298 ColumnCaps_500YR_EnvRSA_EQ_B 785 ‐181 ‐469 ‐86 ‐164 ‐268 ‐3321 4.62 181 ‐3331 ColumnCaps_500YR_EnvRSA_EQ_B 786 ‐373 ‐1425 ‐110 ‐150 ‐269 ‐2631 5.83 373 ‐2644 ColumnCaps_500YR_EnvRSA_EQ_B 786 ‐379 ‐1418 ‐110 ‐164 ‐268 ‐2664 5.75 379 ‐2677 ColumnCaps_500YR_EnvRSA_EQ_C 482 1559 1370 54 182 71 7080 0.57 ‐1559 7080 ColumnCaps_500YR_EnvRSA_EQ_C 482 1320 1268 59 202 77 5868 0.76 ‐1320 5868 ColumnCaps_500YR_EnvRSA_EQ_C 483 975 1369 38 182 71 6978 0.58 ‐975 6978 ColumnCaps_500YR_EnvRSA_EQ_C 483 818 1267 42 202 77 5766 0.77 ‐818 5766 ColumnCaps_500YR_EnvRSA_EQ_C 486 984 139 36 182 71 6856 0.59 ‐984 6856 ColumnCaps_500YR_EnvRSA_EQ_C 486 831 42 40 202 77 5641 0.78 ‐831 5642 C l C 500YR E RSA EQ C 487 1572 141 53 182 71 6937 0 58 1572 6938ColumnCaps_500YR_EnvRSA_EQ_C 487 1572 141 53 182 71 6937 0.58 ‐1572 6938 ColumnCaps_500YR_EnvRSA_EQ_C 487 1339 43 58 202 77 5722 0.77 ‐1339 5723 ColumnCaps_500YR_EnvRSA_EQ_C 782 938 781 40 410 365 6422 3.26 ‐938 6433 ColumnCaps_500YR_EnvRSA_EQ_C 782 965 790 39 407 360 6551 3.15 ‐965 6561 ColumnCaps_500YR_EnvRSA_EQ_C 783 616 778 34 410 365 6505 3.21 ‐616 6515 ColumnCaps_500YR_EnvRSA_EQ_C 783 621 787 33 407 360 6634 3.11 ‐621 6644 ColumnCaps_500YR_EnvRSA_EQ_C 785 942 357 39 410 353 6950 2.91 ‐942 6959 ColumnCaps_500YR_EnvRSA_EQ_C 785 969 365 39 407 347 7089 2.80 ‐969 7097 ColumnCaps_500YR_EnvRSA_EQ_C 786 957 318 42 410 353 7606 2.66 ‐957 7614 ColumnCaps_500YR_EnvRSA_EQ_C 786 977 332 42 407 347 7746 2.57 ‐977 7753 ColumnCaps_500YR_EnvRSA_EQ_D 482 ‐1885 ‐134 ‐54 ‐182 ‐79 ‐10170 0.45 1885 ‐10170 ColumnCaps_500YR_EnvRSA_EQ_D 482 ‐1648 ‐29 ‐59 ‐201 ‐86 ‐8967 0.55 1648 ‐8967 ColumnCaps_500YR_EnvRSA_EQ_D 483 ‐1300 ‐133 ‐38 ‐182 ‐79 ‐10271 0.44 1300 ‐10272 ColumnCaps_500YR_EnvRSA_EQ_D 483 ‐1145 ‐28 ‐42 ‐201 ‐86 ‐9069 0.54 1145 ‐9069 ColumnCaps_500YR_EnvRSA_EQ_D 486 ‐1245 ‐1278 ‐37 ‐182 ‐80 ‐10594 0.43 1245 ‐10594 ColumnCaps_500YR_EnvRSA_EQ_D 486 ‐1091 ‐1181 ‐40 ‐201 ‐86 ‐9380 0.53 1091 ‐9381 ColumnCaps_500YR_EnvRSA_EQ_D 487 ‐1833 ‐1279 ‐53 ‐182 ‐80 ‐10512 0.44 1833 ‐10512 ColumnCaps_500YR_EnvRSA_EQ_D 487 ‐1598 ‐1183 ‐58 ‐201 ‐86 ‐9299 0.53 1598 ‐9300 ColumnCaps_500YR_EnvRSA_EQ_D 782 ‐674 ‐364 ‐40 ‐410 ‐365 ‐7381 2.83 674 ‐7390 ColumnCaps_500YR_EnvRSA_EQ_D 782 ‐700 ‐373 ‐39 ‐407 ‐360 ‐7505 2.75 700 ‐7514 ColumnCaps_500YR_EnvRSA_EQ_D 783 ‐352 ‐361 ‐34 ‐410 ‐365 ‐7299 2.87 352 ‐7308 ColumnCaps_500YR_EnvRSA_EQ_D 783 ‐355 ‐370 ‐33 ‐407 ‐360 ‐7423 2.78 355 ‐7431 ColumnCaps_500YR_EnvRSA_EQ_D 785 ‐674 ‐792 ‐39 ‐410 ‐353 ‐8515 2.37 674 ‐8523 ColumnCaps_500YR_EnvRSA_EQ_D 785 ‐701 ‐801 ‐39 ‐407 ‐347 ‐8660 2.30 701 ‐8667 ColumnCaps_500YR_EnvRSA_EQ_D 786 ‐1064 ‐2022 ‐42 ‐410 ‐353 ‐7859 2.57 1064 ‐7867 ColumnCaps_500YR_EnvRSA_EQ_D 786 ‐1084 ‐2038 ‐42 ‐407 ‐347 ‐8003 2.48 1084 ‐8010 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 32 / 64 53   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Summary 35000 40000 Demand‐Capacity Factored Capacity Nominal Capacity Demand 15000 20000 25000 30000 A x ia l F o rc e  ( k ) ‐5000 0 5000 10000 A Capacity  (from XTRACT) ‐5441 ‐20770 0.0000 0.75 ‐4897 ‐16965 min 33240 20400 0.0080 0.90 24930 15754 max ‐10000 ‐25000 ‐20000 ‐15000 ‐10000 ‐5000 0 5000 10000 15000 20000 25000 Moment (k‐ft) Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 33240 360 0.00000 0.75 24930 270 33210 311 0.00000 0.75 24908 233 33120 326 0.00000 0.75 24840 245 32960 429 0.00000 0.75 24720 321 32720 641 0.00000 0.75 24540 481 32290 1160 0.00000 0.75 24218 870 31660 1989 0.00000 0.75 23745 1492 0°  Bending Angle 30900 3006 0.00000 0.75 23175 2255 30010 4209 0.00000 0.75 22508 3157 28970 5599 0.00000 0.75 21728 4199 27790 7166 0.00000 0.75 20843 5375 26470 8892 0.00000 0.75 19853 6669 25040 10760 0.00000 0.75 18780 8070 23490 12740 0.00000 0.75 17618 9555 21890 14630 0.00000 0.75 16418 10973 20430 16050 0.00013 0.75 15323 12038 19110 17130 0.00034 0.75 14333 1284819110 17130 0.00034 0.75 14333 12848 17920 17950 0.00055 0.75 13440 13463 16820 18590 0.00076 0.75 12615 13943 15830 19080 0.00097 0.75 11873 14310 14920 19460 0.00117 0.75 11190 14595 14050 19780 0.00138 0.75 10538 14835 13270 20020 0.00159 0.75 9953 15015 12510 20230 0.00180 0.75 9383 15173 11810 20400 0.00201 0.75 8863 15309 11240 20330 0.00222 0.76 8553 15469 10770 20140 0 00243 0 77 8307 1553410770 20140 0.00243 0.77 8307 15534 10340 19940 0.00264 0.78 8083 15588 9909 19740 0.00284 0.79 7850 15638 9517 19530 0.00305 0.80 7638 15675 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 33 / 64 54   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Capacity  (from XTRACT) ‐5441 ‐20770 0.0000 0.75 ‐4897 ‐16965 min 33240 20400 0.0080 0.90 24930 15754 max Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 0°  Bending Angle 9163 19320 0.00326 0.81 7450 15708 8809 19100 0.00347 0.82 7254 15729 8473 18880 0.00368 0.83 7066 15744 8169 18640 0.00389 0.84 6897 15739 7894 18430 0.00410 0.85 6748 15754 7625 18200 0.00431 0.87 6598 15748 7354 17980 0.00451 0.88 6440 15744 7090 17750 0.00472 0.89 6282 15728 6851 17540 0.00493 0.90 6142 15725 6622 17330 0.00514 0.90 5960 15597 6414 17130 0.00535 0.90 5773 15417 6205 16930 0.00556 0.90 5585 15237 5993 16730 0.00577 0.90 5394 15057 5779 16530 0.00597 0.90 5201 14877 5582 16330 0.00618 0.90 5024 14697 5399 16140 0.00639 0.90 4859 14526 5215 15940 0.00660 0.90 4694 14346 5054 15770 0.00681 0.90 4549 14193 4897 15600 0.00702 0.90 4407 14040 4737 15420 0.00723 0.90 4263 13878 4570 15230 0.00744 0.90 4113 13707 4402 15040 0.00764 0.90 3962 13536 4232 14840 0.00785 0.90 3809 13356 3928 14480 0.00800 0.90 3535 13032 3298 13630 0.00800 0.90 2968 12267 2604 12630 0.00800 0.90 2344 11367 1860 11520 0.00800 0.90 1674 10368 1091 10330 0.00800 0.90 982 9297 340 9133 0.00800 0.90 306 8220 ‐424 7878 0.00800 0.90 ‐381 7090 ‐1211 6558 0.00800 0.90 ‐1090 5902 ‐1939 5306 0.00800 0.90 ‐1745 4775 ‐2630 4086 0.00800 0.90 ‐2367 3677 ‐3176 3018 0.00800 0.90 ‐2858 2716 ‐3614 2148 0.00800 0.90 ‐3253 1933 ‐3988 1406 0.00800 0.90 ‐3589 1265 ‐4237 927 0.00800 0.90 ‐3813 834 ‐4426 577 0.00800 0.90 ‐3983 519 ‐4616 227 0.00800 0.90 ‐4154 204 ‐4805 ‐123 0.00800 0.90 ‐4325 ‐111 ‐4994 ‐473 0.00800 0.90 ‐4495 ‐4264994 473 0.00800 0.90 4495 426 ‐5183 ‐823 0.00800 0.90 ‐4665 ‐741 ‐5366 ‐1163 0.00800 0.90 ‐4829 ‐1047 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0 00800 0 90 ‐4897 ‐11755441 1306 0.00800 0.90 4897 1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0 00800 0 90 ‐4897 ‐1175‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 34 / 64 55   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Capacity  (from XTRACT) ‐5441 ‐20770 0.0000 0.75 ‐4897 ‐16965 min 33240 20400 0.0080 0.90 24930 15754 max Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 0°  Bending Angle ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5441 ‐1306 0.00800 0.90 ‐4897 ‐1175 ‐5389 ‐1407 0.00800 0.90 ‐4850 ‐1266 ‐5215 ‐1745 0.00800 0.90 ‐4694 ‐1571 ‐5042 ‐2083 0.00800 0.90 ‐4538 ‐1875 ‐4868 ‐2421 0.00800 0.90 ‐4381 ‐2179 ‐4694 ‐2759 0.00800 0.90 ‐4225 ‐2483 ‐4520 ‐3098 0.00800 0.90 ‐4068 ‐2788 ‐4346 ‐3435 0.00800 0.90 ‐3911 ‐3092 ‐4137 ‐3851 0.00800 0.90 ‐3723 ‐34664137 3851 0.00800 0.90 3723 3466 ‐3789 ‐4570 0.00800 0.90 ‐3410 ‐4113 ‐3353 ‐5454 0.00800 0.90 ‐3018 ‐4909 ‐2817 ‐6529 0.00800 0.90 ‐2535 ‐5876 ‐2214 ‐7722 0.00800 0.90 ‐1993 ‐6950 ‐1595 ‐8925 0.00800 0.90 ‐1436 ‐8033 ‐914 ‐10210 0.00800 0.90 ‐823 ‐9189 ‐256 ‐11430 0.00800 0.90 ‐230 ‐10287 390 ‐12580 0.00800 0.90 351 ‐11322 1056 ‐13730 0.00800 0.90 950 ‐12357 1688 ‐14780 0 00800 0 90 1519 ‐133021688 14780 0.00800 0.90 1519 13302 2278 ‐15740 0.00800 0.90 2050 ‐14166 2756 ‐16430 0.00800 0.90 2480 ‐14787 2932 ‐16670 0.00783 0.90 2639 ‐15003 3041 ‐16810 0.00763 0.90 2737 ‐15129 3149 ‐16950 0.00742 0.90 2834 ‐15255 3255 ‐17090 0.00722 0.90 2930 ‐15381 3361 ‐17230 0.00702 0.90 3025 ‐15507 3474 ‐17370 0.00681 0.90 3127 ‐15633 3599 ‐17510 0.00661 0.90 3239 ‐15759 3739 ‐17670 0 00640 0 90 3365 ‐159033739 ‐17670 0.00640 0.90 3365 ‐15903 3878 ‐17830 0.00620 0.90 3490 ‐16047 4033 ‐18000 0.00599 0.90 3630 ‐16200 4201 ‐18180 0.00579 0.90 3781 ‐16362 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 35 / 64 56   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Capacity  (from XTRACT) ‐5441 ‐20770 0.0000 0.75 ‐4897 ‐16965 min 33240 20400 0.0080 0.90 24930 15754 max Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft 0°  Bending Angle 4366 ‐18350 0.00558 0.90 3929 ‐16515 4530 ‐18530 0.00538 0.90 4077 ‐16677 4690 ‐18700 0.00518 0.90 4221 ‐16830 4873 ‐18880 0.00497 0.90 4379 ‐16965 5065 ‐19070 0.00477 0.89 4499 ‐16941 5278 ‐19270 0.00456 0.88 4635 ‐16921 5502 ‐19480 0.00436 0.87 4775 ‐16907 5722 ‐19680 0.00415 0.86 4907 ‐16879 5942 ‐19870 0.00395 0.85 5036 ‐16839 6295 ‐19990 0.00375 0.84 5270 ‐16737 6689 ‐20110 0.00354 0.83 5532 ‐16631 7094 ‐20230 0.00334 0.82 5794 ‐16524 7496 ‐20340 0.00313 0.81 6046 ‐16405 7933 ‐20460 0.00293 0.80 6317 ‐16293 8404 ‐20570 0.00272 0.79 6607 ‐16171 8881 ‐20680 0.00252 0.78 6891 ‐16046 9383 ‐20770 0.00231 0.77 7185 ‐15904 9980 ‐20770 0.00211 0.76 7540 ‐15692 10700 ‐20540 0.00191 0.75 8025 ‐15405 11500 ‐20240 0.00170 0.75 8625 ‐15180 12330 ‐19930 0.00150 0.75 9248 ‐14948 13210 ‐19550 0.00129 0.75 9908 ‐14663 14150 ‐19130 0.00109 0.75 10613 ‐14348 15150 ‐18620 0.00088 0.75 11363 ‐13965 16210 ‐18020 0.00068 0.75 12158 ‐13515 17370 ‐17260 0.00047 0.75 13028 ‐12945 18640 ‐16300 0.00027 0.75 13980 ‐12225 20040 ‐15060 0.00007 0.75 15030 ‐11295 21580 ‐13480 0.00000 0.75 16185 ‐10110 23250 ‐11510 0.00000 0.75 17438 ‐8633 24830 ‐9600 0.00000 0.75 18623 ‐7200 26310 ‐7799 0.00000 0.75 19733 ‐5849 27660 ‐6130 0.00000 0.75 20745 ‐4598 28900 ‐4608 0.00000 0.75 21675 ‐3456 29990 ‐3248 0.00000 0.75 22493 ‐2436 30950 ‐2056 0.00000 0.75 23213 ‐1542 31760 ‐1053 0.00000 0.75 23820 ‐790 32370 ‐282 0.00000 0.75 24278 ‐211 32750 145 0.00000 0.75 24563 108 32980 325 0.00000 0.75 24735 244 33130 408 0.00000 0.75 24848 30633130 408 0.00000 0.75 24848 306 33210 413 0.00000 0.75 24908 310 33240 360 0.00000 0.75 24930 270 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 36 / 64 57   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data Summary Fx Fy Fz Mx My Mz k k k kip‐ft kip‐ft kip‐ft ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 874 412 ‐20 182 ‐449 2223 max FX ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 ‐356 412 ‐20 182 ‐449 2223 min FX ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 621 713 33 407 256 2095 max FY ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 621 ‐713 33 407 256 2095 min FY ColumnCaps_500YR_EnvRSA_EQ_A 484 509 186 61 80 1541 2377 max FZ Load Combination Element ID ColumnCaps_500YR_EnvRSA_EQ_A 484 509 186 ‐61 80 1541 2377 min FZ ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 616 703 34 410 257 2107 max MX ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 616 703 34 ‐410 257 2107 min MX ColumnCaps_500YR_EnvRSA_EQ_A 484 509 186 61 80 1541 2377 max MY ColumnCaps_500YR_EnvRSA_EQ_A 484 509 186 61 80 ‐1550 2377 min MY B1&B4_CapBeams_STR_1_NoScour_Mz_Max 484 510 175 0 0 ‐7 3152 max MZ B1&B4_CapBeams_STR_1_NoScour_Mz_Max 484 510 175 0 0 ‐7 0 max MZ Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft B1&B4_CapBeams_EE2_HalfScour_Fx_Max 484 500 89 0 0 ‐6 2371 0.14 ‐500 2371 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 485 529 ‐59 0 0 ‐6 2300 0.15 ‐529 2300 Transformed Demands Load Combination Element ID B1&B4_CapBeams_EE2_HalfScour_Fx_Max 783 246 156 0 0 0 2243 0.00 ‐246 2243 B1&B4_CapBeams_EE2_HalfScour_Fx_Max 784 255 ‐140 0 0 0 2136 0.00 ‐255 2136 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fx_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 484 392 140 0 0 ‐6 2632 0.13 ‐392 2632 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Max 783 168 222 0 0 0 2464 0.00 ‐168 2464 B1&B4 CapBeams EE2 HalfScour Fy Max 784 0 0 0 0 0 0 0.00 0 0_ p _ _ _ y_ B1&B4_CapBeams_EE2_HalfScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 485 454 ‐100 0 0 ‐6 2503 0.13 ‐454 2503 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Fy_Min 784 159 ‐219 0 0 0 2465 0.00 ‐159 2465 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 484 239 94 0 ‐1 ‐4 1782 0.13 ‐239 1782 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 485 339 ‐28 0 ‐1 ‐4 1495 0.16 ‐339 1495 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 783 183 162 0 0 0 2218 0.00 ‐183 2218 B1&B4_CapBeams_EE2_HalfScour_Fz_Max 784 169 ‐184 0 0 0 2257 0.00 ‐169 2257 B1&B4_CapBeams_EE2_HalfScour_Fz_Min 484 422 78 0 1 ‐5 2171 0.13 ‐422 2171 B1&B4 CapBeams EE2 HalfScour Fz Min 485 390 ‐82 0 1 ‐5 2261 0.13 ‐390 2261_ p _ _ _ _ B1&B4_CapBeams_EE2_HalfScour_Fz_Min 783 117 139 0 0 0 1641 0.00 ‐117 1641 B1&B4_CapBeams_EE2_HalfScour_Fz_Min 784 141 ‐109 0 0 0 1574 0.00 ‐141 1574 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 484 422 78 0 1 ‐5 2174 0.13 ‐422 2174 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 485 391 ‐81 0 1 ‐5 2264 0.13 ‐391 2264 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 783 150 84 0 0 0 1423 0.00 ‐150 1423 B1&B4_CapBeams_EE2_HalfScour_Mx_Max 784 95 ‐145 0 0 0 1582 0.00 ‐95 1582 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 484 240 94 0 ‐1 ‐4 1781 0.13 ‐240 1781 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 485 339 ‐28 0 ‐1 ‐4 1496 0.16 ‐339 1496 B1&B4_CapBeams_EE2_HalfScour_Mx_Min 783 149 208 0 0 0 2359 0.00 ‐149 2359 B1&B4 CapBeams EE2 HalfScour Mx Min 784 218 ‐142 0 0 0 2161 0.00 ‐218 2161B1&B4_CapBeams_EE2_HalfScour_Mx_Min 784 218 142 0 0 0 2161 0.00 218 2161 B1&B4_CapBeams_EE2_HalfScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Max 783 164 174 0 0 0 2244 0.00 ‐164 2244 B1&B4_CapBeams_EE2_HalfScour_My_Max 784 169 ‐170 0 0 0 2229 0.00 ‐169 2229 B1&B4_CapBeams_EE2_HalfScour_My_Min 484 402 105 0 0 ‐6 2368 0.15 ‐402 2368 B1&B4_CapBeams_EE2_HalfScour_My_Min 485 442 ‐67 0 0 ‐6 2252 0.16 ‐442 2252 B1&B4_CapBeams_EE2_HalfScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 484 378 139 0 0 ‐6 2643 0.13 ‐378 2643 B1&B4 CapBeams EE2 HalfScour Mz Max 485 452 ‐99 0 0 ‐6 2507 0 13 ‐452 2507B1&B4_CapBeams_EE2_HalfScour_Mz_Max 485 452 99 0 0 6 2507 0.13 452 2507 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 783 168 220 0 0 0 2482 0.00 ‐168 2482 B1&B4_CapBeams_EE2_HalfScour_Mz_Max 784 131 ‐215 0 0 0 2491 0.00 ‐131 2491 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 37 / 64 58   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_EE2_HalfScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_HalfScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Max 484 499 91 0 0 ‐6 2382 0.14 ‐499 2382 B1&B4_CapBeams_EE2_NoScour_Fx_Max 485 528 ‐60 0 0 ‐6 2308 0.15 ‐528 2308 B1&B4_CapBeams_EE2_NoScour_Fx_Max 783 244 159 0 0 0 2250 0.00 ‐244 2250 B1&B4_CapBeams_EE2_NoScour_Fx_Max 784 253 ‐143 0 0 0 2144 0.00 ‐253 2144 B1&B4_CapBeams_EE2_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fx_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Max 484 395 139 0 0 ‐6 2631 0.13 ‐395 2631 B1&B4_CapBeams_EE2_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Max 783 170 220 0 0 0 2456 0.00 ‐170 2456 B1&B4_CapBeams_EE2_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 485 457 ‐99 0 0 ‐6 2501 0.13 ‐457 2501 B1&B4_CapBeams_EE2_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Fy_Min 784 162 ‐216 0 0 0 2458 0.00 ‐162 2458 B1&B4_CapBeams_EE2_NoScour_Fz_Max 484 242 93 0 ‐1 ‐4 1781 0.14 ‐242 1781 B1&B4 CapBeams EE2 NoScour Fz Max 485 338 ‐29 0 ‐1 ‐4 1505 0.16 ‐338 1505_ p _ _ _ _ B1&B4_CapBeams_EE2_NoScour_Fz_Max 783 187 164 0 0 0 2248 0.00 ‐187 2248 B1&B4_CapBeams_EE2_NoScour_Fz_Max 784 175 ‐188 0 0 0 2282 0.00 ‐175 2282 B1&B4_CapBeams_EE2_NoScour_Fz_Min 484 421 80 0 1 ‐5 2183 0.13 ‐421 2183 B1&B4_CapBeams_EE2_NoScour_Fz_Min 485 393 ‐81 0 1 ‐5 2262 0.13 ‐393 2262 B1&B4_CapBeams_EE2_NoScour_Fz_Min 783 114 140 0 0 0 1645 0.00 ‐114 1645 B1&B4_CapBeams_EE2_NoScour_Fz_Min 784 141 ‐107 0 0 0 1568 0.00 ‐141 1568 B1&B4_CapBeams_EE2_NoScour_Mx_Max 484 421 80 0 1 ‐5 2186 0.13 ‐421 2186 B1&B4_CapBeams_EE2_NoScour_Mx_Max 485 394 ‐81 0 1 ‐5 2264 0.13 ‐394 2264 B1&B4_CapBeams_EE2_NoScour_Mx_Max 783 148 96 0 0 0 1519 0.00 ‐148 1519 B1&B4 CapBeams EE2 NoScour Mx Max 784 98 ‐149 0 0 0 1662 0.00 ‐98 1662_ p _ _ _ _ B1&B4_CapBeams_EE2_NoScour_Mx_Min 484 242 93 0 ‐1 ‐4 1780 0.14 ‐242 1780 B1&B4_CapBeams_EE2_NoScour_Mx_Min 485 338 ‐29 0 ‐1 ‐4 1506 0.16 ‐338 1506 B1&B4_CapBeams_EE2_NoScour_Mx_Min 783 143 201 0 0 0 2308 0.00 ‐143 2308 B1&B4_CapBeams_EE2_NoScour_Mx_Min 784 201 ‐141 0 0 0 2140 0.00 ‐201 2140 B1&B4_CapBeams_EE2_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Max 783 163 174 0 0 0 2242 0.00 ‐163 2242 B1&B4_CapBeams_EE2_NoScour_My_Max 784 168 ‐170 0 0 0 2228 0.00 ‐168 2228 B1&B4_CapBeams_EE2_NoScour_My_Min 484 402 105 0 0 ‐6 2371 0.15 ‐402 2371 B1&B4 CapBeams EE2 NoScour My Min 485 442 ‐67 0 0 ‐6 2254 0.16 ‐442 2254B1&B4_CapBeams_EE2_NoScour_My_Min 485 442 67 0 0 6 2254 0.16 442 2254 B1&B4_CapBeams_EE2_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Max 484 381 138 0 0 ‐6 2642 0.13 ‐381 2642 B1&B4_CapBeams_EE2_NoScour_Mz_Max 485 454 ‐98 0 0 ‐6 2506 0.13 ‐454 2506 B1&B4_CapBeams_EE2_NoScour_Mz_Max 783 171 217 0 0 0 2474 0.00 ‐171 2474 B1&B4_CapBeams_EE2_NoScour_Mz_Max 784 134 ‐212 0 0 0 2484 0.00 ‐134 2484 B1&B4_CapBeams_EE2_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_EE2_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams EE2 NoScour Mz Min 784 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_EE2_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 484 543 83 0 0 ‐5 2072 0.14 ‐543 2072 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 485 570 ‐67 0 0 ‐5 2053 0.14 ‐570 2053 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 783 321 134 0 0 0 1890 0.00 ‐321 1890 B1&B4_CapBeams_SERV_1_FullScour_Fx_Max 784 335 ‐111 0 0 0 1686 0.00 ‐335 1686 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fx_Min 784 ‐4 ‐163 0 0 0 1871 0.00 4 1871 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 484 424 133 0 0 ‐5 2347 0.13 ‐424 2347 B1&B4 CapBeams SERV 1 FullScour Fy Max 485 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 783 221 209 0 0 0 2164 0.00 ‐221 2164 B1&B4_CapBeams_SERV_1_FullScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 38 / 64 59   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 485 498 ‐100 0 0 ‐5 2199 0.13 ‐498 2199 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Fy_Min 784 202 ‐211 0 0 0 2178 0.00 ‐202 2178 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 484 213 91 0 ‐1 ‐4 1916 0.13 ‐213 1916 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 485 283 ‐37 0 ‐1 ‐4 1715 0.15 ‐283 1715 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 783 59 138 0 0 0 1771 0.00 ‐59 1771 B1&B4_CapBeams_SERV_1_FullScour_Fz_Max 784 72 ‐124 0 0 0 1735 0.00 ‐72 1735 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 484 394 69 0 1 ‐4 1785 0.14 ‐394 1785 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 485 387 ‐66 0 1 ‐4 1806 0.14 ‐387 1806 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 783 205 133 0 0 0 1766 0.00 ‐205 1766 B1&B4_CapBeams_SERV_1_FullScour_Fz_Min 784 183 ‐150 0 0 0 1829 0.00 ‐183 1829 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 484 395 70 0 1 ‐4 1792 0.14 ‐395 1792 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 485 388 ‐67 0 1 ‐4 1813 0.14 ‐388 1813 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 783 234 104 0 0 0 1643 0.00 ‐234 1643 B1&B4_CapBeams_SERV_1_FullScour_Mx_Max 784 166 ‐171 0 0 0 1839 0.00 ‐166 1839 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 484 213 91 0 ‐1 ‐4 1914 0.13 ‐213 1914 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 485 282 ‐37 0 ‐1 ‐4 1716 0.15 ‐282 1716 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 783 75 177 0 0 0 1964 0.00 ‐75 1964 B1&B4_CapBeams_SERV_1_FullScour_Mx_Min 784 134 ‐113 0 0 0 1796 0.00 ‐134 1796 B1&B4_CapBeams_SERV_1_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams SERV 1 FullScour My Max 485 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_SERV_1_FullScour_My_Max 783 185 139 0 0 0 1788 0.00 ‐185 1788 B1&B4_CapBeams_SERV_1_FullScour_My_Max 784 191 ‐140 0 0 0 1771 0.00 ‐191 1771 B1&B4_CapBeams_SERV_1_FullScour_My_Min 484 373 90 0 0 ‐6 1907 0.17 ‐373 1907 B1&B4_CapBeams_SERV_1_FullScour_My_Min 485 431 ‐50 0 0 ‐6 1740 0.19 ‐431 1740 B1&B4_CapBeams_SERV_1_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 484 397 131 0 0 ‐5 2369 0.12 ‐397 2369 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 485 494 ‐98 0 0 ‐5 2208 0.13 ‐494 2208 B1&B4_CapBeams_SERV_1_FullScour_Mz_Max 783 116 204 0 0 0 2250 0.00 ‐116 2250 B1&B4 CapBeams SERV 1 FullScour Mz Max 784 27 ‐203 0 0 0 2312 0.00 ‐27 2312_ p _ _ _ _ _ B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 484 544 84 0 0 ‐5 2082 0.14 ‐544 2082 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 485 571 ‐67 0 0 ‐5 2058 0.15 ‐571 2058 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 783 321 134 0 0 0 1889 0.00 ‐321 1889 B1&B4_CapBeams_SERV_1_NoScour_Fx_Max 784 334 ‐112 0 0 0 1686 0.00 ‐334 1686 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams SERV 1 NoScour Fx Min 485 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fx_Min 784 ‐4 ‐163 0 0 0 1873 0.00 4 1873 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 484 426 133 0 0 ‐5 2356 0.13 ‐426 2356 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 783 222 208 0 0 0 2161 0.00 ‐222 2161 B1&B4_CapBeams_SERV_1_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 485 500 ‐100 0 0 ‐5 2208 0.13 ‐500 2208 B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams SERV 1 NoScour Fy Min 784 202 ‐211 0 0 0 2176 0 00 ‐202 2176B1&B4_CapBeams_SERV_1_NoScour_Fy_Min 784 202 211 0 0 0 2176 0.00 202 2176 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 484 215 92 0 ‐1 ‐4 1925 0.13 ‐215 1925 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 485 284 ‐38 0 ‐1 ‐4 1726 0.15 ‐284 1726 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 783 87 159 0 0 0 1976 0.00 ‐87 1976 B1&B4_CapBeams_SERV_1_NoScour_Fz_Max 784 125 ‐139 0 0 0 1869 0.00 ‐125 1869 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 484 397 71 0 1 ‐5 1807 0.15 ‐397 1807 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 485 391 ‐67 0 1 ‐5 1825 0.14 ‐391 1825 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 783 216 135 0 0 0 1778 0.00 ‐216 1778 B1&B4_CapBeams_SERV_1_NoScour_Fz_Min 784 194 ‐152 0 0 0 1843 0.00 ‐194 1843 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 484 398 71 0 1 ‐5 1813 0.14 ‐398 1813 B1&B4 CapBeams SERV 1 NoScour Mx Max 485 391 ‐67 0 1 ‐5 1830 0 14 ‐391 1830B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 485 391 ‐67 0 1 ‐5 1830 0.14 ‐391 1830 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 783 222 108 0 0 0 1703 0.00 ‐222 1703 B1&B4_CapBeams_SERV_1_NoScour_Mx_Max 784 168 ‐174 0 0 0 1857 0.00 ‐168 1857 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 484 215 92 0 ‐1 ‐4 1925 0.13 ‐215 1925 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 39 / 64 60   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 485 284 ‐38 0 ‐1 ‐4 1728 0.15 ‐284 1728 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 783 59 172 0 0 0 1919 0.00 ‐59 1919 B1&B4_CapBeams_SERV_1_NoScour_Mx_Min 784 115 ‐107 0 0 0 1758 0.00 ‐115 1758 B1&B4_CapBeams_SERV_1_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Max 783 186 139 0 0 0 1787 0.00 ‐186 1787 B1&B4_CapBeams_SERV_1_NoScour_My_Max 784 190 ‐142 0 0 0 1776 0.00 ‐190 1776 B1&B4_CapBeams_SERV_1_NoScour_My_Min 484 377 91 0 0 ‐6 1930 0.17 ‐377 1930 B1&B4_CapBeams_SERV_1_NoScour_My_Min 485 435 ‐52 0 0 ‐6 1763 0.19 ‐435 1763 B1&B4_CapBeams_SERV_1_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 484 397 132 0 0 ‐5 2378 0.13 ‐397 2378 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 485 496 ‐99 0 0 ‐5 2216 0.13 ‐496 2216 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 783 116 204 0 0 0 2248 0.00 ‐116 2248 B1&B4_CapBeams_SERV_1_NoScour_Mz_Max 784 27 ‐203 0 0 0 2311 0.00 ‐27 2311 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_SERV_1_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 484 718 116 0 0 ‐6 2742 0.13 ‐718 2742 B1&B4 CapBeams STR 1 FullScour Fx Max 485 751 ‐99 0 0 ‐6 2769 0.13 ‐751 2769_ p _ _ _ _ _ B1&B4_CapBeams_STR_1_FullScour_Fx_Max 783 409 218 0 0 0 2608 0.00 ‐409 2608 B1&B4_CapBeams_STR_1_FullScour_Fx_Max 784 439 ‐169 0 0 0 2237 0.00 ‐439 2237 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 783 ‐12 126 0 0 0 1720 0.00 12 1720 B1&B4_CapBeams_STR_1_FullScour_Fx_Min 784 ‐22 ‐131 0 0 0 1718 0.00 22 1718 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 484 558 177 0 0 ‐7 3104 0.12 ‐558 3104 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Max 783 324 259 0 0 0 2833 0.00 ‐324 2833 B1&B4 CapBeams STR 1 FullScour Fy Max 784 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_1_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 485 662 ‐133 0 1 ‐6 2895 0.13 ‐662 2895 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Fy_Min 784 293 ‐255 0 0 0 2846 0.00 ‐293 2846 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 484 170 84 0 ‐1 ‐4 1743 0.14 ‐170 1743 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 485 243 ‐31 0 ‐1 ‐4 1532 0.15 ‐243 1532 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 783 112 152 0 0 0 2200 0.00 ‐112 2200 B1&B4_CapBeams_STR_1_FullScour_Fz_Max 784 79 ‐186 0 0 0 2296 0.00 ‐79 2296 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 484 469 91 0 2 ‐6 2262 0.14 ‐469 2262 B1&B4 CapBeams STR 1 FullScour Fz Min 485 469 ‐80 0 2 ‐6 2262 0.14 ‐469 2262B1&B4_CapBeams_STR_1_FullScour_Fz_Min 485 469 80 0 2 6 2262 0.14 469 2262 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 783 156 156 0 0 0 1728 0.00 ‐156 1728 B1&B4_CapBeams_STR_1_FullScour_Fz_Min 784 185 ‐110 0 0 0 1643 0.00 ‐185 1643 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 484 470 92 0 2 ‐6 2276 0.14 ‐470 2276 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 485 471 ‐80 0 2 ‐6 2273 0.14 ‐471 2273 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 783 199 124 0 0 0 1646 0.00 ‐199 1646 B1&B4_CapBeams_STR_1_FullScour_Mx_Max 784 166 ‐148 0 0 0 1741 0.00 ‐166 1741 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 484 171 83 0 ‐1 ‐4 1739 0.14 ‐171 1739 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 485 242 ‐31 0 ‐1 ‐4 1535 0.15 ‐242 1535 B1&B4_CapBeams_STR_1_FullScour_Mx_Min 783 146 206 0 0 0 2452 0.00 ‐146 2452 B1&B4 CapBeams STR 1 FullScour Mx Min 784 177 ‐171 0 0 0 2362 0 00 ‐177 2362B1&B4_CapBeams_STR_1_FullScour_Mx_Min 784 177 171 0 0 0 2362 0.00 177 2362 B1&B4_CapBeams_STR_1_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Max 783 213 182 0 0 0 2303 0.00 ‐213 2303 B1&B4_CapBeams_STR_1_FullScour_My_Max 784 227 ‐176 0 0 0 2262 0.00 ‐227 2262 B1&B4_CapBeams_STR_1_FullScour_My_Min 484 462 105 0 0 ‐7 2349 0.18 ‐462 2349 B1&B4_CapBeams_STR_1_FullScour_My_Min 485 512 ‐68 0 0 ‐7 2205 0.19 ‐512 2205 B1&B4_CapBeams_STR_1_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 484 511 174 0 0 ‐6 3144 0.12 ‐511 3144 B1&B4 CapBeams STR 1 FullScour Mz Max 485 656 ‐131 0 0 ‐6 2911 0 13 ‐656 2911B1&B4_CapBeams_STR_1_FullScour_Mz_Max 485 656 ‐131 0 0 ‐6 2911 0.13 ‐656 2911 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 783 219 252 0 0 0 2946 0.00 ‐219 2946 B1&B4_CapBeams_STR_1_FullScour_Mz_Max 784 78 ‐241 0 0 0 3019 0.00 ‐78 3019 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 40 / 64 61   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_1_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 484 718 117 0 0 ‐7 2751 0.14 ‐718 2751 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 485 752 ‐98 0 0 ‐7 2769 0.14 ‐752 2769 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 783 409 218 0 0 0 2605 0.00 ‐409 2605 B1&B4_CapBeams_STR_1_NoScour_Fx_Max 784 439 ‐170 0 0 0 2235 0.00 ‐439 2235 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 783 ‐11 126 0 0 0 1725 0.00 11 1725 B1&B4_CapBeams_STR_1_NoScour_Fx_Min 784 ‐21 ‐132 0 0 0 1721 0.00 21 1721 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 484 559 178 0 0 ‐7 3114 0.12 ‐559 3114 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 783 324 259 0 0 0 2829 0.00 ‐324 2829 B1&B4_CapBeams_STR_1_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 485 664 ‐133 0 1 ‐7 2903 0.13 ‐664 2903 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Fy_Min 784 293 ‐255 0 0 0 2844 0.00 ‐293 2844 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 484 172 85 0 ‐1 ‐4 1753 0.14 ‐172 1753 B1&B4 CapBeams STR 1 NoScour Fz Max 485 245 ‐31 0 ‐1 ‐4 1544 0.16 ‐245 1544_ p _ _ _ _ _ B1&B4_CapBeams_STR_1_NoScour_Fz_Max 783 159 184 0 0 0 2495 0.00 ‐159 2495 B1&B4_CapBeams_STR_1_NoScour_Fz_Max 784 169 ‐208 0 0 0 2465 0.00 ‐169 2465 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 484 473 93 0 2 ‐6 2292 0.14 ‐473 2292 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 485 475 ‐81 0 2 ‐6 2288 0.14 ‐475 2288 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 783 191 159 0 0 0 1743 0.00 ‐191 1743 B1&B4_CapBeams_STR_1_NoScour_Fz_Min 784 221 ‐114 0 0 0 1656 0.00 ‐221 1656 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 484 473 94 0 2 ‐6 2303 0.14 ‐473 2303 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 485 476 ‐81 0 2 ‐6 2297 0.14 ‐476 2297 B1&B4_CapBeams_STR_1_NoScour_Mx_Max 783 194 120 0 0 0 1637 0.00 ‐194 1637 B1&B4 CapBeams STR 1 NoScour Mx Max 784 187 ‐144 0 0 0 1656 0.00 ‐187 1656_ p _ _ _ _ _ B1&B4_CapBeams_STR_1_NoScour_Mx_Min 484 173 84 0 ‐1 ‐4 1751 0.14 ‐173 1751 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 485 244 ‐32 0 ‐1 ‐4 1549 0.16 ‐244 1549 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 783 117 198 0 0 0 2373 0.00 ‐117 2373 B1&B4_CapBeams_STR_1_NoScour_Mx_Min 784 145 ‐159 0 0 0 2293 0.00 ‐145 2293 B1&B4_CapBeams_STR_1_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_My_Max 783 213 183 0 0 0 2309 0.00 ‐213 2309 B1&B4_CapBeams_STR_1_NoScour_My_Max 784 228 ‐176 0 0 0 2264 0.00 ‐228 2264 B1&B4_CapBeams_STR_1_NoScour_My_Min 484 468 107 0 0 ‐8 2382 0.18 ‐468 2382 B1&B4 CapBeams STR 1 NoScour My Min 485 519 ‐70 0 0 ‐8 2237 0.20 ‐519 2237B1&B4_CapBeams_STR_1_NoScour_My_Min 485 519 70 0 0 8 2237 0.20 519 2237 B1&B4_CapBeams_STR_1_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 484 510 175 0 0 ‐7 3152 0.12 ‐510 3152 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 485 657 ‐131 0 0 ‐7 2918 0.13 ‐657 2918 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 783 219 251 0 0 0 2944 0.00 ‐219 2944 B1&B4_CapBeams_STR_1_NoScour_Mz_Max 784 78 ‐241 0 0 0 3019 0.00 ‐78 3019 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_1_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 1 NoScour Mz Min 784 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_1_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 484 637 115 0 1 ‐6 2655 0.14 ‐637 2655 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 485 678 ‐90 0 0 ‐6 2602 0.14 ‐678 2602 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 783 358 205 0 0 0 2558 0.00 ‐358 2558 B1&B4_CapBeams_STR_2_FullScour_Fx_Max 784 395 ‐179 0 0 0 2303 0.00 ‐395 2303 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fx_Min 784 ‐10 ‐127 0 0 0 1655 0.00 10 1655 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 484 485 156 0 0 ‐6 2921 0.13 ‐485 2921 B1&B4 CapBeams STR 2 FullScour Fy Max 485 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_2_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 783 307 237 0 0 0 2740 0.00 ‐307 2740 B1&B4_CapBeams_STR_2_FullScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 41 / 64 62   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_2_FullScour_Fy_Min 485 609 ‐116 0 1 ‐6 2685 0.14 ‐609 2685 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Fy_Min 784 284 ‐239 0 0 0 2713 0.00 ‐284 2713 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 484 218 81 0 ‐1 ‐4 1714 0.13 ‐218 1714 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 485 261 ‐38 0 ‐1 ‐4 1590 0.14 ‐261 1590 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 783 105 153 0 0 0 2188 0.00 ‐105 2188 B1&B4_CapBeams_STR_2_FullScour_Fz_Max 784 72 ‐182 0 0 0 2283 0.00 ‐72 2283 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 484 467 93 0 2 ‐6 2269 0.14 ‐467 2269 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 485 477 ‐77 0 2 ‐6 2242 0.14 ‐477 2242 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 783 142 139 0 0 0 1638 0.00 ‐142 1638 B1&B4_CapBeams_STR_2_FullScour_Fz_Min 784 164 ‐111 0 0 0 1574 0.00 ‐164 1574 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 484 467 94 0 2 ‐6 2279 0.14 ‐467 2279 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 485 477 ‐77 0 2 ‐6 2250 0.14 ‐477 2250 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 783 190 119 0 0 0 1590 0.00 ‐190 1590 B1&B4_CapBeams_STR_2_FullScour_Mx_Max 784 165 ‐140 0 0 0 1662 0.00 ‐165 1662 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 484 218 80 0 ‐1 ‐4 1708 0.13 ‐218 1708 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 485 259 ‐39 0 ‐1 ‐4 1589 0.14 ‐259 1589 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 783 129 191 0 0 0 2360 0.00 ‐129 2360 B1&B4_CapBeams_STR_2_FullScour_Mx_Min 784 148 ‐168 0 0 0 2305 0.00 ‐148 2305 B1&B4_CapBeams_STR_2_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 2 FullScour My Max 485 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_2_FullScour_My_Max 783 213 177 0 0 0 2246 0.00 ‐213 2246 B1&B4_CapBeams_STR_2_FullScour_My_Max 784 223 ‐172 0 0 0 2217 0.00 ‐223 2217 B1&B4_CapBeams_STR_2_FullScour_My_Min 484 463 105 0 0 ‐7 2348 0.17 ‐463 2348 B1&B4_CapBeams_STR_2_FullScour_My_Min 485 511 ‐69 0 0 ‐7 2209 0.19 ‐511 2209 B1&B4_CapBeams_STR_2_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 484 488 155 0 0 ‐6 2931 0.12 ‐488 2931 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 485 620 ‐107 0 1 ‐6 2738 0.13 ‐620 2738 B1&B4_CapBeams_STR_2_FullScour_Mz_Max 783 197 235 0 0 0 2806 0.00 ‐197 2806 B1&B4 CapBeams STR 2 FullScour Mz Max 784 178 ‐235 0 0 0 2809 0.00 ‐178 2809_ p _ _ _ _ _ B1&B4_CapBeams_STR_2_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 484 639 115 0 1 ‐7 2662 0.14 ‐639 2662 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 485 679 ‐90 0 0 ‐7 2603 0.14 ‐679 2603 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 783 358 205 0 0 0 2556 0.00 ‐358 2556 B1&B4_CapBeams_STR_2_NoScour_Fx_Max 784 394 ‐179 0 0 0 2302 0.00 ‐394 2302 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 2 NoScour Fx Min 485 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_2_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fx_Min 784 ‐9 ‐127 0 0 0 1658 0.00 9 1658 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 484 486 157 0 0 ‐7 2933 0.13 ‐486 2933 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 783 307 236 0 0 0 2737 0.00 ‐307 2737 B1&B4_CapBeams_STR_2_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 485 612 ‐116 0 1 ‐7 2698 0.14 ‐612 2698 B1&B4_CapBeams_STR_2_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 2 NoScour Fy Min 784 284 ‐239 0 0 0 2712 0 00 ‐284 2712B1&B4_CapBeams_STR_2_NoScour_Fy_Min 784 284 239 0 0 0 2712 0.00 284 2712 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 484 219 81 0 ‐1 ‐4 1718 0.14 ‐219 1718 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 485 261 ‐39 0 ‐1 ‐4 1596 0.15 ‐261 1596 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 783 114 158 0 0 0 2237 0.00 ‐114 2237 B1&B4_CapBeams_STR_2_NoScour_Fz_Max 784 90 ‐185 0 0 0 2306 0.00 ‐90 2306 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 484 471 95 0 2 ‐6 2296 0.14 ‐471 2296 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 485 482 ‐78 0 2 ‐6 2265 0.14 ‐482 2265 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 783 177 141 0 0 0 1644 0.00 ‐177 1644 B1&B4_CapBeams_STR_2_NoScour_Fz_Min 784 203 ‐113 0 0 0 1570 0.00 ‐203 1570 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 484 470 95 0 2 ‐6 2304 0.14 ‐470 2304 B1&B4 CapBeams STR 2 NoScour Mx Max 485 481 ‐78 0 2 ‐6 2272 0 14 ‐481 2272B1&B4_CapBeams_STR_2_NoScour_Mx_Max 485 481 ‐78 0 2 ‐6 2272 0.14 ‐481 2272 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 783 180 108 0 0 0 1501 0.00 ‐180 1501 B1&B4_CapBeams_STR_2_NoScour_Mx_Max 784 167 ‐129 0 0 0 1538 0.00 ‐167 1538 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 484 219 81 0 ‐1 ‐4 1716 0.14 ‐219 1716 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 42 / 64 63   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_2_NoScour_Mx_Min 485 261 ‐39 0 ‐1 ‐4 1597 0.15 ‐261 1597 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 783 112 187 0 0 0 2320 0.00 ‐112 2320 B1&B4_CapBeams_STR_2_NoScour_Mx_Min 784 130 ‐161 0 0 0 2269 0.00 ‐130 2269 B1&B4_CapBeams_STR_2_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Max 783 213 178 0 0 0 2252 0.00 ‐213 2252 B1&B4_CapBeams_STR_2_NoScour_My_Max 784 224 ‐172 0 0 0 2219 0.00 ‐224 2219 B1&B4_CapBeams_STR_2_NoScour_My_Min 484 468 107 0 0 ‐7 2380 0.18 ‐468 2380 B1&B4_CapBeams_STR_2_NoScour_My_Min 485 517 ‐70 0 0 ‐7 2239 0.19 ‐517 2239 B1&B4_CapBeams_STR_2_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 484 488 156 0 0 ‐6 2942 0.13 ‐488 2942 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 485 621 ‐108 0 1 ‐6 2748 0.14 ‐621 2748 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 783 197 235 0 0 0 2806 0.00 ‐197 2806 B1&B4_CapBeams_STR_2_NoScour_Mz_Max 784 177 ‐235 0 0 0 2810 0.00 ‐177 2810 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_2_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 484 508 80 0 0 ‐6 2246 0.16 ‐508 2246 B1&B4 CapBeams STR 3 FullScour Fx Max 485 547 ‐43 0 0 ‐6 2096 0.17 ‐547 2096_ p _ _ _ _ _ B1&B4_CapBeams_STR_3_FullScour_Fx_Max 783 310 66 0 0 0 1880 0.00 ‐310 1880 B1&B4_CapBeams_STR_3_FullScour_Fx_Max 784 319 ‐63 0 0 0 1858 0.00 ‐319 1858 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 783 ‐54 223 0 0 0 1820 0.00 54 1820 B1&B4_CapBeams_STR_3_FullScour_Fx_Min 784 ‐57 ‐220 0 0 0 1824 0.00 57 1824 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 484 392 136 0 0 ‐6 2492 0.14 ‐392 2492 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Max 783 106 274 0 0 0 2468 0.00 ‐106 2468 B1&B4 CapBeams STR 3 FullScour Fy Max 784 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_3_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 485 451 ‐96 0 1 ‐6 2355 0.14 ‐451 2355 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Fy_Min 784 116 ‐270 0 0 0 2437 0.00 ‐116 2437 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 484 159 91 0 0 ‐3 1721 0.11 ‐159 1721 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 485 253 ‐23 0 0 ‐3 1451 0.13 ‐253 1451 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 783 7 266 0 0 0 2493 0.00 ‐7 2493 B1&B4_CapBeams_STR_3_FullScour_Fz_Max 784 194 ‐70 0 0 0 1957 0.00 ‐194 1957 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 484 488 85 0 1 ‐6 2247 0.15 ‐488 2247 B1&B4 CapBeams STR 3 FullScour Fz Min 485 462 ‐89 0 1 ‐6 2321 0.15 ‐462 2321B1&B4_CapBeams_STR_3_FullScour_Fz_Min 485 462 89 0 1 6 2321 0.15 462 2321 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 783 223 24 0 0 0 1274 0.00 ‐223 1274 B1&B4_CapBeams_STR_3_FullScour_Fz_Min 784 39 ‐214 0 0 0 1801 0.00 ‐39 1801 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 484 488 85 0 1 ‐6 2247 0.15 ‐488 2247 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 485 462 ‐89 0 1 ‐6 2321 0.15 ‐462 2321 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 783 218 11 0 0 0 1209 0.00 ‐218 1209 B1&B4_CapBeams_STR_3_FullScour_Mx_Max 784 30 ‐214 0 0 0 1750 0.00 ‐30 1750 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 484 159 91 0 0 ‐3 1721 0.11 ‐159 1721 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 485 253 ‐23 0 0 ‐3 1451 0.13 ‐253 1451 B1&B4_CapBeams_STR_3_FullScour_Mx_Min 783 ‐3 268 0 0 0 2448 0.00 3 2448 B1&B4 CapBeams STR 3 FullScour Mx Min 784 190 ‐57 0 0 0 1891 0 00 ‐190 1891B1&B4_CapBeams_STR_3_FullScour_Mx_Min 784 190 57 0 0 0 1891 0.00 190 1891 B1&B4_CapBeams_STR_3_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Max 783 217 174 0 0 0 2182 0.00 ‐217 2182 B1&B4_CapBeams_STR_3_FullScour_My_Max 784 234 ‐163 0 0 0 2133 0.00 ‐234 2133 B1&B4_CapBeams_STR_3_FullScour_My_Min 484 419 128 0 0 ‐6 2471 0.14 ‐419 2471 B1&B4_CapBeams_STR_3_FullScour_My_Min 485 537 ‐50 0 0 ‐6 2131 0.17 ‐537 2131 B1&B4_CapBeams_STR_3_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 484 405 135 0 0 ‐6 2504 0.14 ‐405 2504 B1&B4 CapBeams STR 3 FullScour Mz Max 485 464 ‐95 0 0 ‐6 2371 0 15 ‐464 2371B1&B4_CapBeams_STR_3_FullScour_Mz_Max 485 464 ‐95 0 0 ‐6 2371 0.15 ‐464 2371 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 783 0 274 0 0 0 2517 0.00 0 2517 B1&B4_CapBeams_STR_3_FullScour_Mz_Max 784 ‐1 ‐270 0 0 0 2518 0.00 1 2518 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 43 / 64 64   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_3_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 484 510 81 0 0 ‐6 2265 0.16 ‐510 2265 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 485 550 ‐44 0 0 ‐6 2114 0.17 ‐550 2114 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 783 309 67 0 0 0 1882 0.00 ‐309 1882 B1&B4_CapBeams_STR_3_NoScour_Fx_Max 784 317 ‐65 0 0 0 1862 0.00 ‐317 1862 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 783 ‐53 221 0 0 0 1817 0.00 53 1817 B1&B4_CapBeams_STR_3_NoScour_Fx_Min 784 ‐55 ‐219 0 0 0 1821 0.00 55 1821 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 484 394 136 0 0 ‐6 2501 0.14 ‐394 2501 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 783 108 273 0 0 0 2464 0.00 ‐108 2464 B1&B4_CapBeams_STR_3_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 485 454 ‐96 0 1 ‐6 2363 0.14 ‐454 2363 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Fy_Min 784 117 ‐269 0 0 0 2434 0.00 ‐117 2434 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 484 159 90 0 0 ‐3 1718 0.11 ‐159 1718 B1&B4 CapBeams STR 3 NoScour Fz Max 485 252 ‐24 0 0 ‐3 1451 0.13 ‐252 1451_ p _ _ _ _ _ B1&B4_CapBeams_STR_3_NoScour_Fz_Max 783 9 265 0 0 0 2493 0.00 ‐9 2493 B1&B4_CapBeams_STR_3_NoScour_Fz_Max 784 193 ‐72 0 0 0 1964 0.00 ‐193 1964 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 484 488 86 0 1 ‐6 2260 0.15 ‐488 2260 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 485 464 ‐89 0 1 ‐6 2328 0.15 ‐464 2328 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 783 254 25 0 0 0 1263 0.00 ‐254 1263 B1&B4_CapBeams_STR_3_NoScour_Fz_Min 784 76 ‐213 0 0 0 1775 0.00 ‐76 1775 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 484 488 86 0 1 ‐6 2260 0.15 ‐488 2260 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 485 464 ‐89 0 1 ‐6 2328 0.15 ‐464 2328 B1&B4_CapBeams_STR_3_NoScour_Mx_Max 783 250 12 0 0 0 1196 0.00 ‐250 1196 B1&B4 CapBeams STR 3 NoScour Mx Max 784 66 ‐214 0 0 0 1726 0.00 ‐66 1726_ p _ _ _ _ _ B1&B4_CapBeams_STR_3_NoScour_Mx_Min 484 159 90 0 0 ‐3 1718 0.11 ‐159 1718 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 485 252 ‐24 0 0 ‐3 1451 0.13 ‐252 1451 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 783 ‐1 267 0 0 0 2444 0.00 1 2444 B1&B4_CapBeams_STR_3_NoScour_Mx_Min 784 189 ‐59 0 0 0 1898 0.00 ‐189 1898 B1&B4_CapBeams_STR_3_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Max 783 223 168 0 0 0 2164 0.00 ‐223 2164 B1&B4_CapBeams_STR_3_NoScour_My_Max 784 228 ‐168 0 0 0 2150 0.00 ‐228 2150 B1&B4_CapBeams_STR_3_NoScour_My_Min 484 422 129 0 0 ‐6 2487 0.14 ‐422 2487 B1&B4 CapBeams STR 3 NoScour My Min 485 539 ‐51 0 0 ‐6 2149 0.17 ‐539 2149B1&B4_CapBeams_STR_3_NoScour_My_Min 485 539 51 0 0 6 2149 0.17 539 2149 B1&B4_CapBeams_STR_3_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 484 409 136 0 0 ‐6 2519 0.14 ‐409 2519 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 485 468 ‐96 0 0 ‐6 2385 0.15 ‐468 2385 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 783 2 272 0 0 0 2515 0.00 ‐2 2515 B1&B4_CapBeams_STR_3_NoScour_Mz_Max 784 0 ‐269 0 0 0 2517 0.00 0 2517 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_3_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 3 NoScour Mz Min 784 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_3_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 484 544 127 0 0 ‐7 2829 0.15 ‐544 2829 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 485 601 ‐82 0 0 ‐7 2665 0.15 ‐601 2665 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 783 253 202 0 0 0 2594 0.00 ‐253 2594 B1&B4_CapBeams_STR_4_FullScour_Fx_Max 784 263 ‐198 0 0 0 2565 0.00 ‐263 2565 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fx_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 484 544 127 0 0 ‐7 2829 0.15 ‐544 2829 B1&B4 CapBeams STR 4 FullScour Fy Max 485 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 783 253 202 0 0 0 2594 0.00 ‐253 2594 B1&B4_CapBeams_STR_4_FullScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 44 / 64 65   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_4_FullScour_Fy_Min 485 601 ‐82 0 0 ‐7 2665 0.15 ‐601 2665 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fy_Min 784 263 ‐198 0 0 0 2565 0.00 ‐263 2565 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 783 147 202 0 0 0 2643 0.00 ‐147 2643 B1&B4_CapBeams_STR_4_FullScour_Fz_Max 784 146 ‐198 0 0 0 2645 0.00 ‐146 2645 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 484 544 127 0 0 ‐7 2829 0.15 ‐544 2829 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 485 601 ‐82 0 0 ‐7 2665 0.15 ‐601 2665 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Fz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 484 544 127 0 0 ‐7 2829 0.15 ‐544 2829 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 485 601 ‐82 0 0 ‐7 2665 0.15 ‐601 2665 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 783 147 202 0 0 0 2643 0.00 ‐147 2643 B1&B4_CapBeams_STR_4_FullScour_Mx_Min 784 146 ‐198 0 0 0 2645 0.00 ‐146 2645 B1&B4_CapBeams_STR_4_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4 FullScour My Max 485 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_4_FullScour_My_Max 783 253 202 0 0 0 2594 0.00 ‐253 2594 B1&B4_CapBeams_STR_4_FullScour_My_Max 784 263 ‐198 0 0 0 2565 0.00 ‐263 2565 B1&B4_CapBeams_STR_4_FullScour_My_Min 484 544 127 0 0 ‐7 2829 0.15 ‐544 2829 B1&B4_CapBeams_STR_4_FullScour_My_Min 485 601 ‐82 0 0 ‐7 2665 0.15 ‐601 2665 B1&B4_CapBeams_STR_4_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 484 544 127 0 0 ‐7 2829 0.15 ‐544 2829 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 485 601 ‐82 0 0 ‐7 2665 0.15 ‐601 2665 B1&B4_CapBeams_STR_4_FullScour_Mz_Max 783 147 202 0 0 0 2643 0.00 ‐147 2643 B1&B4 CapBeams STR 4 FullScour Mz Max 784 146 ‐198 0 0 0 2646 0.00 ‐146 2646_ p _ _ _ _ _ B1&B4_CapBeams_STR_4_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 484 547 129 0 0 ‐7 2849 0.15 ‐547 2849 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 485 605 ‐83 0 0 ‐7 2683 0.16 ‐605 2683 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 783 254 202 0 0 0 2593 0.00 ‐254 2593 B1&B4_CapBeams_STR_4_NoScour_Fx_Max 784 263 ‐198 0 0 0 2565 0.00 ‐263 2565 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4 NoScour Fx Min 485 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_4_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fx_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 484 547 129 0 0 ‐7 2849 0.15 ‐547 2849 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 783 254 202 0 0 0 2593 0.00 ‐254 2593 B1&B4_CapBeams_STR_4_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 485 605 ‐83 0 0 ‐7 2683 0.16 ‐605 2683 B1&B4_CapBeams_STR_4_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4 NoScour Fy Min 784 263 ‐198 0 0 0 2566 0 00 ‐263 2566B1&B4_CapBeams_STR_4_NoScour_Fy_Min 784 263 198 0 0 0 2566 0.00 263 2566 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 783 147 202 0 0 0 2645 0.00 ‐147 2645 B1&B4_CapBeams_STR_4_NoScour_Fz_Max 784 146 ‐198 0 0 0 2649 0.00 ‐146 2649 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 484 547 129 0 0 ‐7 2849 0.15 ‐547 2849 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 485 605 ‐83 0 0 ‐7 2683 0.16 ‐605 2683 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 783 174 120 0 0 0 1531 0.00 ‐174 1531 B1&B4_CapBeams_STR_4_NoScour_Fz_Min 784 182 ‐118 0 0 0 1508 0.00 ‐182 1508 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 484 547 129 0 0 ‐7 2849 0.15 ‐547 2849 B1&B4 CapBeams STR 4 NoScour Mx Max 485 605 ‐83 0 0 ‐7 2683 0 16 ‐605 2683B1&B4_CapBeams_STR_4_NoScour_Mx_Max 485 605 ‐83 0 0 ‐7 2683 0.16 ‐605 2683 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 783 174 120 0 0 0 1531 0.00 ‐174 1531 B1&B4_CapBeams_STR_4_NoScour_Mx_Max 784 182 ‐118 0 0 0 1508 0.00 ‐182 1508 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 45 / 64 66   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_4_NoScour_Mx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 783 147 202 0 0 0 2645 0.00 ‐147 2645 B1&B4_CapBeams_STR_4_NoScour_Mx_Min 784 146 ‐198 0 0 0 2649 0.00 ‐146 2649 B1&B4_CapBeams_STR_4_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Max 783 254 202 0 0 0 2593 0.00 ‐254 2593 B1&B4_CapBeams_STR_4_NoScour_My_Max 784 263 ‐198 0 0 0 2566 0.00 ‐263 2566 B1&B4_CapBeams_STR_4_NoScour_My_Min 484 547 129 0 0 ‐7 2849 0.15 ‐547 2849 B1&B4_CapBeams_STR_4_NoScour_My_Min 485 605 ‐83 0 0 ‐7 2683 0.16 ‐605 2683 B1&B4_CapBeams_STR_4_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 484 547 129 0 0 ‐7 2849 0.15 ‐547 2849 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 485 605 ‐83 0 0 ‐7 2683 0.16 ‐605 2683 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 783 147 202 0 0 0 2645 0.00 ‐147 2645 B1&B4_CapBeams_STR_4_NoScour_Mz_Max 784 146 ‐198 0 0 0 2649 0.00 ‐146 2649 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 484 666 129 0 0 ‐7 2902 0.14 ‐666 2902 B1&B4 CapBeams STR 4A FullScour Fx Max 485 713 ‐99 0 0 ‐7 2848 0.14 ‐713 2848_ p _ _ _ _ _ B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 783 355 225 0 0 0 2721 0.00 ‐355 2721 B1&B4_CapBeams_STR_4A_FullScour_Fx_Max 784 378 ‐194 0 0 0 2478 0.00 ‐378 2478 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fx_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 484 597 157 0 0 ‐7 3072 0.13 ‐597 3072 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Max 783 330 235 0 0 0 2760 0.00 ‐330 2760 B1&B4 CapBeams STR 4A FullScour Fy Max 784 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 485 683 ‐110 0 0 ‐7 2872 0.14 ‐683 2872 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Fy_Min 784 315 ‐231 0 0 0 2756 0.00 ‐315 2756 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 484 358 110 0 ‐1 ‐5 2525 0.12 ‐358 2525 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 485 410 ‐61 0 ‐1 ‐5 2375 0.13 ‐410 2375 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 783 237 171 0 0 0 2336 0.00 ‐237 2336 B1&B4_CapBeams_STR_4A_FullScour_Fz_Max 784 224 ‐192 0 0 0 2371 0.00 ‐224 2371 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 484 508 106 0 1 ‐6 2527 0.14 ‐508 2527 B1&B4 CapBeams STR 4A FullScour Fz Min 485 530 ‐80 0 1 ‐6 2462 0.14 ‐530 2462B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 485 530 80 0 1 6 2462 0.14 530 2462 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 783 174 183 0 0 0 2324 0.00 ‐174 2324 B1&B4_CapBeams_STR_4A_FullScour_Fz_Min 784 177 ‐167 0 0 0 2315 0.00 ‐177 2315 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 484 508 106 0 1 ‐6 2536 0.14 ‐508 2536 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 485 532 ‐80 0 1 ‐6 2469 0.14 ‐532 2469 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 783 134 174 0 0 0 2395 0.00 ‐134 2395 B1&B4_CapBeams_STR_4A_FullScour_Mx_Max 784 121 ‐189 0 0 0 2431 0.00 ‐121 2431 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 484 358 110 0 ‐1 ‐5 2528 0.12 ‐358 2528 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 485 410 ‐62 0 ‐1 ‐5 2380 0.13 ‐410 2380 B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 783 276 193 0 0 0 2401 0.00 ‐276 2401 B1&B4 CapBeams STR 4A FullScour Mx Min 784 291 ‐181 0 0 0 2357 0 00 ‐291 2357B1&B4_CapBeams_STR_4A_FullScour_Mx_Min 784 291 181 0 0 0 2357 0.00 291 2357 B1&B4_CapBeams_STR_4A_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Max 783 256 195 0 0 0 2475 0.00 ‐256 2475 B1&B4_CapBeams_STR_4A_FullScour_My_Max 784 271 ‐189 0 0 0 2434 0.00 ‐271 2434 B1&B4_CapBeams_STR_4A_FullScour_My_Min 484 531 116 0 0 ‐7 2621 0.16 ‐531 2621 B1&B4_CapBeams_STR_4A_FullScour_My_Min 485 576 ‐78 0 0 ‐7 2494 0.17 ‐576 2494 B1&B4_CapBeams_STR_4A_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 484 565 156 0 0 ‐7 3092 0.13 ‐565 3092 B1&B4 CapBeams STR 4A FullScour Mz Max 485 680 ‐110 0 0 ‐7 2879 0 14 ‐680 2879B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 485 680 ‐110 0 0 ‐7 2879 0.14 ‐680 2879 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 783 223 230 0 0 0 2848 0.00 ‐223 2848 B1&B4_CapBeams_STR_4A_FullScour_Mz_Max 784 133 ‐222 0 0 0 2889 0.00 ‐133 2889 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 46 / 64 67   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 484 668 131 0 0 ‐7 2917 0.14 ‐668 2917 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 485 716 ‐99 0 0 ‐7 2858 0.14 ‐716 2858 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 783 355 225 0 0 0 2719 0.00 ‐355 2719 B1&B4_CapBeams_STR_4A_NoScour_Fx_Max 784 378 ‐194 0 0 0 2477 0.00 ‐378 2477 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fx_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 484 599 158 0 0 ‐7 3086 0.13 ‐599 3086 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 783 330 235 0 0 0 2758 0.00 ‐330 2758 B1&B4_CapBeams_STR_4A_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 485 686 ‐111 0 0 ‐7 2885 0.14 ‐686 2885 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Fy_Min 784 315 ‐231 0 0 0 2755 0.00 ‐315 2755 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 484 360 111 0 ‐1 ‐5 2541 0.12 ‐360 2541 B1&B4 CapBeams STR 4A NoScour Fz Max 485 412 ‐62 0 ‐1 ‐5 2390 0.13 ‐412 2390_ p _ _ _ _ _ B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 783 158 173 0 0 0 2376 0.00 ‐158 2376 B1&B4_CapBeams_STR_4A_NoScour_Fz_Max 784 144 ‐190 0 0 0 2417 0.00 ‐144 2417 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 484 512 108 0 1 ‐6 2553 0.14 ‐512 2553 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 485 535 ‐81 0 1 ‐6 2486 0.14 ‐535 2486 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 783 231 182 0 0 0 2296 0.00 ‐231 2296 B1&B4_CapBeams_STR_4A_NoScour_Fz_Min 784 245 ‐168 0 0 0 2256 0.00 ‐245 2256 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 484 512 108 0 1 ‐6 2561 0.14 ‐512 2561 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 485 536 ‐81 0 1 ‐6 2491 0.14 ‐536 2491 B1&B4_CapBeams_STR_4A_NoScour_Mx_Max 783 137 172 0 0 0 2379 0.00 ‐137 2379 B1&B4 CapBeams STR 4A NoScour Mx Max 784 124 ‐188 0 0 0 2416 0.00 ‐124 2416_ p _ _ _ _ _ B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 484 361 111 0 ‐1 ‐5 2543 0.12 ‐361 2543 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 485 412 ‐62 0 ‐1 ‐5 2394 0.13 ‐412 2394 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 783 228 190 0 0 0 2412 0.00 ‐228 2412 B1&B4_CapBeams_STR_4A_NoScour_Mx_Min 784 249 ‐181 0 0 0 2352 0.00 ‐249 2352 B1&B4_CapBeams_STR_4A_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Max 783 257 195 0 0 0 2473 0.00 ‐257 2473 B1&B4_CapBeams_STR_4A_NoScour_My_Max 784 271 ‐189 0 0 0 2433 0.00 ‐271 2433 B1&B4_CapBeams_STR_4A_NoScour_My_Min 484 536 118 0 0 ‐8 2650 0.16 ‐536 2650 B1&B4 CapBeams STR 4A NoScour My Min 485 581 ‐80 0 0 ‐8 2521 0.17 ‐581 2521B1&B4_CapBeams_STR_4A_NoScour_My_Min 485 581 80 0 0 8 2521 0.17 581 2521 B1&B4_CapBeams_STR_4A_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 484 567 157 0 0 ‐7 3107 0.13 ‐567 3107 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 485 683 ‐110 0 0 ‐7 2892 0.14 ‐683 2892 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 783 223 230 0 0 0 2848 0.00 ‐223 2848 B1&B4_CapBeams_STR_4A_NoScour_Mz_Max 784 133 ‐222 0 0 0 2891 0.00 ‐133 2891 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 4A NoScour Mz Min 784 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_4A_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 484 677 104 0 0 ‐6 2612 0.14 ‐677 2612 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 485 707 ‐84 0 0 ‐6 2604 0.14 ‐707 2604 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 783 398 171 0 0 0 2407 0.00 ‐398 2407 B1&B4_CapBeams_STR_5_FullScour_Fx_Max 784 417 ‐139 0 0 0 2132 0.00 ‐417 2132 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 783 ‐27 155 0 0 0 1774 0.00 27 1774 B1&B4_CapBeams_STR_5_FullScour_Fx_Min 784 ‐43 ‐162 0 0 0 1765 0.00 43 1765 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 484 518 170 0 0 ‐6 2978 0.12 ‐518 2978 B1&B4 CapBeams STR 5 FullScour Fy Max 485 0 0 0 0 0 0 0 00 0 0B1&B4_CapBeams_STR_5_FullScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 783 267 269 0 0 0 2768 0.00 ‐267 2768 B1&B4_CapBeams_STR_5_FullScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 47 / 64 68   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_5_FullScour_Fy_Min 485 612 ‐128 0 0 ‐6 2795 0.13 ‐612 2795 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Fy_Min 784 241 ‐271 0 0 0 2787 0.00 ‐241 2787 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 484 167 87 0 ‐1 ‐4 1748 0.13 ‐167 1748 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 485 249 ‐27 0 ‐1 ‐4 1512 0.15 ‐249 1512 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 783 84 176 0 0 0 2237 0.00 ‐84 2237 B1&B4_CapBeams_STR_5_FullScour_Fz_Max 784 105 ‐155 0 0 0 2178 0.00 ‐105 2178 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 484 477 85 0 1 ‐6 2232 0.14 ‐477 2232 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 485 463 ‐84 0 1 ‐6 2272 0.14 ‐463 2272 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 783 178 118 0 0 0 1605 0.00 ‐178 1605 B1&B4_CapBeams_STR_5_FullScour_Fz_Min 784 144 ‐141 0 0 0 1701 0.00 ‐144 1701 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 484 478 86 0 1 ‐6 2242 0.14 ‐478 2242 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 485 464 ‐84 0 1 ‐6 2281 0.14 ‐464 2281 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 783 216 86 0 0 0 1500 0.00 ‐216 1500 B1&B4_CapBeams_STR_5_FullScour_Mx_Max 784 124 ‐173 0 0 0 1765 0.00 ‐124 1765 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 484 167 86 0 ‐1 ‐4 1746 0.13 ‐167 1746 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 485 248 ‐28 0 ‐1 ‐4 1514 0.15 ‐248 1514 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 783 107 226 0 0 0 2481 0.00 ‐107 2481 B1&B4_CapBeams_STR_5_FullScour_Mx_Min 784 187 ‐141 0 0 0 2252 0.00 ‐187 2252 B1&B4_CapBeams_STR_5_FullScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 5 FullScour My Max 485 0 0 0 0 0 0 0.00 0 0_ p _ _ _ _ y_ B1&B4_CapBeams_STR_5_FullScour_My_Max 783 216 177 0 0 0 2266 0.00 ‐216 2266 B1&B4_CapBeams_STR_5_FullScour_My_Max 784 224 ‐176 0 0 0 2242 0.00 ‐224 2242 B1&B4_CapBeams_STR_5_FullScour_My_Min 484 449 112 0 0 ‐7 2385 0.17 ‐449 2385 B1&B4_CapBeams_STR_5_FullScour_My_Min 485 520 ‐62 0 0 ‐7 2180 0.19 ‐520 2180 B1&B4_CapBeams_STR_5_FullScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 484 482 168 0 0 ‐6 3008 0.12 ‐482 3008 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 485 607 ‐126 0 0 ‐6 2807 0.13 ‐607 2807 B1&B4_CapBeams_STR_5_FullScour_Mz_Max 783 162 263 0 0 0 2867 0.00 ‐162 2867 B1&B4 CapBeams STR 5 FullScour Mz Max 784 46 ‐260 0 0 0 2940 0.00 ‐46 2940_ p _ _ _ _ _ B1&B4_CapBeams_STR_5_FullScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_FullScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 484 678 105 0 0 ‐6 2623 0.14 ‐678 2624 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 485 709 ‐84 0 0 ‐7 2608 0.14 ‐709 2608 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 783 398 171 0 0 0 2406 0.00 ‐398 2406 B1&B4_CapBeams_STR_5_NoScour_Fx_Max 784 416 ‐139 0 0 0 2132 0.00 ‐416 2132 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 5 NoScour Fx Min 485 0 0 0 0 0 0 0.00 0 0B1&B4_CapBeams_STR_5_NoScour_Fx_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 783 ‐26 155 0 0 0 1778 0.00 26 1778 B1&B4_CapBeams_STR_5_NoScour_Fx_Min 784 ‐42 ‐161 0 0 0 1766 0.00 42 1766 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 484 520 170 0 0 ‐7 2989 0.13 ‐520 2989 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 783 268 268 0 0 0 2764 0.00 ‐268 2764 B1&B4_CapBeams_STR_5_NoScour_Fy_Max 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 485 614 ‐128 0 0 ‐6 2804 0.13 ‐614 2804 B1&B4_CapBeams_STR_5_NoScour_Fy_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4 CapBeams STR 5 NoScour Fy Min 784 241 ‐270 0 0 0 2785 0 00 ‐241 2785B1&B4_CapBeams_STR_5_NoScour_Fy_Min 784 241 270 0 0 0 2785 0.00 241 2785 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 484 169 87 0 ‐1 ‐4 1757 0.13 ‐169 1757 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 485 250 ‐28 0 ‐1 ‐4 1523 0.15 ‐250 1523 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 783 122 204 0 0 0 2500 0.00 ‐122 2500 B1&B4_CapBeams_STR_5_NoScour_Fz_Max 784 176 ‐175 0 0 0 2346 0.00 ‐176 2346 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 484 481 87 0 1 ‐6 2259 0.14 ‐481 2259 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 485 468 ‐85 0 1 ‐6 2296 0.14 ‐468 2296 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 783 212 121 0 0 0 1613 0.00 ‐212 1613 B1&B4_CapBeams_STR_5_NoScour_Fz_Min 784 180 ‐144 0 0 0 1704 0.00 ‐180 1704 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 484 481 88 0 1 ‐6 2267 0.14 ‐481 2267 B1&B4 CapBeams STR 5 NoScour Mx Max 485 469 ‐85 0 1 ‐6 2303 0 14 ‐469 2303B1&B4_CapBeams_STR_5_NoScour_Mx_Max 485 469 ‐85 0 1 ‐6 2303 0.14 ‐469 2303 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 783 218 86 0 0 0 1517 0.00 ‐218 1517 B1&B4_CapBeams_STR_5_NoScour_Mx_Max 784 148 ‐172 0 0 0 1719 0.00 ‐148 1719 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 484 170 87 0 ‐1 ‐4 1756 0.13 ‐170 1756 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 48 / 64 69   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID B1&B4_CapBeams_STR_5_NoScour_Mx_Min 485 250 ‐29 0 ‐1 ‐4 1526 0.15 ‐250 1526 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 783 85 220 0 0 0 2419 0.00 ‐85 2419 B1&B4_CapBeams_STR_5_NoScour_Mx_Min 784 162 ‐132 0 0 0 2200 0.00 ‐162 2200 B1&B4_CapBeams_STR_5_NoScour_My_Max 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Max 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Max 783 218 176 0 0 0 2265 0.00 ‐218 2265 B1&B4_CapBeams_STR_5_NoScour_My_Max 784 224 ‐178 0 0 0 2248 0.00 ‐224 2248 B1&B4_CapBeams_STR_5_NoScour_My_Min 484 454 114 0 0 ‐7 2414 0.17 ‐454 2414 B1&B4_CapBeams_STR_5_NoScour_My_Min 485 525 ‐64 0 0 ‐7 2209 0.19 ‐525 2209 B1&B4_CapBeams_STR_5_NoScour_My_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_My_Min 784 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 484 482 168 0 0 ‐7 3018 0.12 ‐482 3018 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 485 608 ‐126 0 0 ‐6 2815 0.13 ‐608 2815 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 783 162 262 0 0 0 2864 0.00 ‐162 2864 B1&B4_CapBeams_STR_5_NoScour_Mz_Max 784 46 ‐259 0 0 0 2939 0.00 ‐46 2939 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 484 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 485 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 783 0 0 0 0 0 0 0.00 0 0 B1&B4_CapBeams_STR_5_NoScour_Mz_Min 784 0 0 0 0 0 0 0.00 0 0 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 484 534 201 ‐56 77 ‐1412 2399 30.48 ‐534 2784 ColumnCaps 500YR EnvRSA EQ (A\B) (P‐max/Mz‐max) 484 509 186 ‐61 80 ‐1550 2377 33.11 ‐509 2838p _ _ _ _( \ ) ( / ) ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 485 541 ‐158 ‐45 77 ‐1412 2310 31.44 ‐541 2708 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 485 520 ‐145 ‐49 80 ‐1550 2286 34.14 ‐520 2762 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 339 367 45 150 782 2723 16.03 ‐339 2833 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 338 366 45 164 782 2675 16.30 ‐338 2787 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 784 338 ‐375 45 150 782 2717 16.06 ‐338 2827 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 784 336 ‐375 45 164 782 2671 16.32 ‐336 2783 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 484 534 201 ‐56 77 ‐1412 1338 46.55 ‐534 1946 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 484 509 186 ‐61 80 ‐1550 1369 48.56 ‐509 2068 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 485 541 ‐158 ‐45 77 ‐1412 1249 48.52 ‐541 1885 ColumnCaps 500YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 485 520 ‐145 ‐49 80 ‐1550 1278 50.50 ‐520 2009p _ _ _ Q_( \ ) ( / ) ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 339 367 45 150 782 769 45.50 ‐339 1097 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 338 366 45 164 782 815 43.82 ‐338 1130 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 784 338 ‐375 45 150 782 763 45.70 ‐338 1093 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 784 336 ‐375 45 164 782 811 43.96 ‐336 1127 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 484 101 201 ‐56 77 ‐1412 2399 30.48 ‐101 2784 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 484 127 186 ‐61 80 ‐1550 2377 33.11 ‐127 2838 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 485 156 ‐158 ‐45 77 ‐1412 2310 31.44 ‐156 2708 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 485 179 ‐145 ‐49 80 ‐1550 2286 34.14 ‐179 2762 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 783 ‐75 367 45 150 782 2723 16.03 75 2833 ColumnCaps 500YR EnvRSA EQ (A\B) (P‐min/Mz‐max) 783 ‐73 366 45 164 782 2675 16.30 73 2787ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P min/Mz max) 783 73 366 45 164 782 2675 16.30 73 2787 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 784 ‐69 ‐375 45 150 782 2717 16.06 69 2827 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 784 ‐68 ‐375 45 164 782 2671 16.32 68 2783 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 484 101 201 ‐56 77 ‐1412 1338 46.55 ‐101 1946 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 484 127 186 ‐61 80 ‐1550 1369 48.56 ‐127 2068 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 485 156 ‐158 ‐45 77 ‐1412 1249 48.52 ‐156 1885 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 485 179 ‐145 ‐49 80 ‐1550 1278 50.50 ‐179 2009 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐75 367 45 150 782 769 45.50 75 1097 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐73 366 45 164 782 815 43.82 73 1130 ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 784 ‐69 ‐375 45 150 782 763 45.70 69 1093 ColumnCaps 500YR EnvRSA EQ (A\B) (P‐min/Mz‐min) 784 ‐68 ‐375 45 164 782 811 43 96 68 1127ColumnCaps_500YR_EnvRSA_EQ_(A\B) (P min/Mz min) 784 68 375 45 164 782 811 43.96 68 1127 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 874 412 ‐20 182 ‐449 2223 11.43 ‐874 2268 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 799 366 ‐22 202 ‐498 2197 12.76 ‐799 2253 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 485 804 ‐359 ‐18 182 ‐449 2133 11.89 ‐804 2180 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 485 742 ‐317 ‐19 202 ‐498 2106 13.30 ‐742 2164 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 616 703 34 410 257 2107 6.94 ‐616 2123 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 621 713 33 407 256 2095 6.98 ‐621 2111 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 784 619 ‐704 34 410 257 2102 6.96 ‐619 2117 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 784 624 ‐713 33 407 256 2091 6.99 ‐624 2107 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 484 874 412 ‐20 182 ‐449 1515 16.52 ‐874 1580 ColumnCaps 500YR EnvRSA EQ (C\D) (P‐max/Mz‐min) 484 799 366 ‐22 202 ‐498 1549 17 81 ‐799 1627ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 484 799 366 ‐22 202 ‐498 1549 17.81 ‐799 1627 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 485 804 ‐359 ‐18 182 ‐449 1426 17.49 ‐804 1495 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 485 742 ‐317 ‐19 202 ‐498 1458 18.84 ‐742 1541 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 616 703 34 410 257 1384 10.51 ‐616 1408 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 49 / 64 70   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  STRENGTH, 500YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐571 0 max 0.19 4 2643 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 621 713 33 407 256 1395 10.41 ‐621 1419 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 784 619 ‐704 34 410 257 1378 10.55 ‐619 1402 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 784 624 ‐713 33 407 256 1391 10.44 ‐624 1415 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 484 ‐239 412 ‐20 182 ‐449 2223 11.43 239 2268 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 484 ‐163 366 ‐22 202 ‐498 2197 12.76 163 2253 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 485 ‐106 ‐359 ‐18 182 ‐449 2133 11.89 106 2180 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 485 ‐43 ‐317 ‐19 202 ‐498 2106 13.30 43 2164 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐352 703 34 410 257 2107 6.94 352 2123 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐355 713 33 407 256 2095 6.98 355 2111 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 784 ‐351 ‐704 34 410 257 2102 6.96 351 2117 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 784 ‐356 ‐713 33 407 256 2091 6.99 356 2107 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 484 ‐239 412 ‐20 182 ‐449 1515 16.52 239 1580 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 484 ‐163 366 ‐22 202 ‐498 1549 17.81 163 1627 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 485 ‐106 ‐359 ‐18 182 ‐449 1426 17.49 106 1495 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 485 ‐43 ‐317 ‐19 202 ‐498 1458 18.84 43 1541 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐352 703 34 410 257 1384 10.51 352 1408 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐355 713 33 407 256 1395 10.41 355 1419 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 784 ‐351 ‐704 34 410 257 1378 10.55 351 1402 ColumnCaps_500YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 784 ‐356 ‐713 33 407 256 1391 10.44 356 1415 ColumnCaps_500YR_EnvRSA_EQ_A 484 534 201 56 77 1403 2399 30.32 ‐534 2780 ColumnCaps 500YR EnvRSA EQ A 484 509 186 61 80 1541 2377 32.96 ‐509 2833p _ _ _ _ ColumnCaps_500YR_EnvRSA_EQ_A 485 541 53 45 77 1403 2310 31.28 ‐541 2703 ColumnCaps_500YR_EnvRSA_EQ_A 485 520 40 49 80 1541 2286 33.99 ‐520 2757 ColumnCaps_500YR_EnvRSA_EQ_A 783 339 367 45 150 782 2723 16.03 ‐339 2833 ColumnCaps_500YR_EnvRSA_EQ_A 783 338 366 45 164 782 2675 16.30 ‐338 2787 ColumnCaps_500YR_EnvRSA_EQ_A 784 338 110 45 150 782 2717 16.06 ‐338 2827 ColumnCaps_500YR_EnvRSA_EQ_A 784 336 109 45 164 782 2671 16.32 ‐336 2783 ColumnCaps_500YR_EnvRSA_EQ_B 484 101 ‐36 ‐56 ‐77 ‐1412 1338 46.55 ‐101 1946 ColumnCaps_500YR_EnvRSA_EQ_B 484 127 ‐21 ‐61 ‐80 ‐1550 1369 48.56 ‐127 2068 ColumnCaps_500YR_EnvRSA_EQ_B 485 156 ‐158 ‐45 ‐77 ‐1412 1249 48.52 ‐156 1885 ColumnCaps 500YR EnvRSA EQ B 485 179 ‐145 ‐49 ‐80 ‐1550 1278 50.50 ‐179 2009p _ _ _ Q_ ColumnCaps_500YR_EnvRSA_EQ_B 783 ‐75 ‐99 ‐45 ‐150 ‐782 769 45.50 75 1097 ColumnCaps_500YR_EnvRSA_EQ_B 783 ‐73 ‐98 ‐45 ‐164 ‐782 815 43.82 73 1130 ColumnCaps_500YR_EnvRSA_EQ_B 784 ‐69 ‐375 ‐45 ‐150 ‐782 763 45.70 69 1093 ColumnCaps_500YR_EnvRSA_EQ_B 784 ‐68 ‐375 ‐45 ‐164 ‐782 811 43.96 68 1127 ColumnCaps_500YR_EnvRSA_EQ_C 484 874 412 20 182 440 2223 11.20 ‐874 2266 ColumnCaps_500YR_EnvRSA_EQ_C 484 799 366 22 202 489 2197 12.54 ‐799 2251 ColumnCaps_500YR_EnvRSA_EQ_C 485 804 254 18 182 440 2133 11.66 ‐804 2178 ColumnCaps_500YR_EnvRSA_EQ_C 485 742 211 19 202 489 2106 13.06 ‐742 2162 ColumnCaps_500YR_EnvRSA_EQ_C 783 616 703 34 410 257 2107 6.94 ‐616 2123 ColumnCaps 500YR EnvRSA EQ C 783 621 713 33 407 256 2095 6.98 ‐621 2111ColumnCaps_500YR_EnvRSA_EQ_C 783 621 713 33 407 256 2095 6.98 621 2111 ColumnCaps_500YR_EnvRSA_EQ_C 784 619 439 34 410 257 2102 6.96 ‐619 2117 ColumnCaps_500YR_EnvRSA_EQ_C 784 624 447 33 407 256 2091 6.99 ‐624 2107 ColumnCaps_500YR_EnvRSA_EQ_D 484 ‐239 ‐247 ‐20 ‐182 ‐449 1515 16.52 239 1580 ColumnCaps_500YR_EnvRSA_EQ_D 484 ‐163 ‐201 ‐22 ‐201 ‐498 1549 17.81 163 1627 ColumnCaps_500YR_EnvRSA_EQ_D 485 ‐106 ‐359 ‐18 ‐182 ‐449 1426 17.49 106 1495 ColumnCaps_500YR_EnvRSA_EQ_D 485 ‐43 ‐317 ‐19 ‐201 ‐498 1458 18.84 43 1541 ColumnCaps_500YR_EnvRSA_EQ_D 783 ‐352 ‐435 ‐34 ‐410 ‐257 1384 10.51 352 1408 ColumnCaps_500YR_EnvRSA_EQ_D 783 ‐355 ‐445 ‐33 ‐407 ‐256 1395 10.41 355 1419 ColumnCaps_500YR_EnvRSA_EQ_D 784 ‐351 ‐704 ‐34 ‐410 ‐257 1378 10.55 351 1402 ColumnCaps 500YR EnvRSA EQ D 784 ‐356 ‐713 ‐33 ‐407 ‐256 1391 10 44 356 1415ColumnCaps_500YR_EnvRSA_EQ_D 784 356 713 33 407 256 1391 10.44 356 1415 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 50 / 64 71   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Summary 60000 70000 Demand‐Capacity Factored Cap. (0) Nom. Cap. (0) Factored Cap. (10) Nom. Cap. (10) Demand Linear (Factored Cap. (10)) 30000 40000 50000 60000 F o rc e  ( k ) ‐10000 0 10000 20000 60000 40000 20000 0 20000 40000 60000 A x ia l  Capacity  (from XTRACT) ‐6938 ‐54490 0.0000 0.75 ‐6244 ‐42391 ‐6937 ‐51710 0.0000 0.75 ‐6243 ‐40060 min 62370 54380 0.0100 0.90 46778 42635 62370 51640 0.0100 0.90 46778 39983 max ‐20000 ‐60000 ‐40000 ‐20000 0 20000 40000 60000 Moment (k‐ft) Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 62330 1 0.00000 0.75 46748 1 62320 1 0.00000 0.75 46740 1 62370 ‐319 0.00000 0.75 46778 ‐239 62370 ‐279 0.00000 0.75 46778 ‐209 62210 ‐268 0.00000 0.75 46658 ‐201 62230 ‐241 0.00000 0.75 46673 ‐181 61710 538 0.00000 0.75 46283 404 61810 354 0.00000 0.75 46358 265 60740 2455 0.00000 0.75 45555 1841 60940 2018 0.00000 0.75 45705 1514 59330 5179 0.00000 0.75 44498 3884 59670 4397 0.00000 0.75 44753 3298 57480 8708 0.00000 0.75 43110 6531 57970 7484 0.00000 0.75 43478 5613 0°  Bending Angle 10°  Bending Angle 55240 12970 0.00000 0.75 41430 9728 55920 11230 0.00000 0.75 41940 8423 52660 17850 0.00000 0.75 39495 13388 53510 15560 0.00000 0.75 40133 11670 49750 23270 0.00000 0.75 37313 17453 50800 20390 0.00000 0.75 38100 15293 46550 29100 0.00000 0.75 34913 21825 47790 25630 0.00000 0.75 35843 19223 43100 35250 0.00000 0.75 32325 26438 44520 31190 0.00000 0.75 33390 23393 39560 41260 0.00000 0.75 29670 30945 41040 36930 0.00000 0.75 30780 27698 36420 45620 0.00024 0.75 27315 34215 37620 42000 0.00023 0.75 28215 31500 33690 48580 0.00049 0.75 25268 36435 34520 45710 0.00048 0.75 25890 34283 31270 50650 0.00074 0.75 23453 37988 31790 48180 0.00073 0.75 23843 36135 29110 52030 0.00099 0.75 21833 39023 29350 49790 0.00098 0.75 22013 3734329110 52030 0.00099 0.75 21833 39023 29350 49790 0.00098 0.75 22013 37343 27160 52980 0.00124 0.75 20370 39735 27160 50780 0.00123 0.75 20370 38085 25390 53610 0.00149 0.75 19043 40208 25170 51340 0.00148 0.75 18878 38505 23770 54000 0.00174 0.75 17828 40500 23360 51600 0.00173 0.75 17520 38700 22280 54250 0.00199 0.75 16710 40688 21690 51640 0.00198 0.75 16268 38730 20870 54380 0.00224 0.76 15901 41432 20140 51530 0.00223 0.76 15332 39227 19680 54090 0.00249 0.77 15239 41885 18710 51280 0.00247 0.77 14476 39675 18660 53490 0.00274 0.79 14683 42089 17420 50780 0.00272 0.79 13694 39918 17690 52860 0.00299 0.80 14140 42251 16270 50070 0.00297 0.80 12992 39983 16810 52200 0.00324 0.81 13646 42376 15240 49180 0.00322 0.81 12360 39885 15980 51500 0 00349 0 82 13172 42449 14300 48240 0 00347 0 82 11775 3972315980 51500 0.00349 0.82 13172 42449 14300 48240 0.00347 0.82 11775 39723 15220 50800 0.00373 0.84 12735 42504 13410 47290 0.00372 0.84 11209 39530 14480 50100 0.00398 0.85 12296 42545 12580 46350 0.00397 0.85 10672 39319 13800 49430 0.00423 0.86 11891 42591 11800 45410 0.00422 0.86 10157 39087 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 51 / 64 72 EKristof Text Box Because the angle of loading varies, the extreme P-M curves are both shown   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Capacity  (from XTRACT) ‐6938 ‐54490 0.0000 0.75 ‐6244 ‐42391 ‐6937 ‐51710 0.0000 0.75 ‐6243 ‐40060 min 62370 54380 0.0100 0.90 46778 42635 62370 51640 0.0100 0.90 46778 39983 max Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 0°  Bending Angle 10°  Bending Angle 13160 48740 0.00448 0.87 11504 42606 11070 44480 0.00446 0.87 9666 38840 12540 48070 0.00473 0.89 11118 42619 10370 43550 0.00471 0.89 9184 38570 11980 47420 0.00498 0.90 10771 42635 9714 42650 0.00496 0.90 8724 38304 11440 46780 0.00523 0.90 10296 42102 9086 41780 0.00521 0.90 8177 37602 10900 46140 0.00548 0.90 9810 41526 8493 40910 0.00546 0.90 7644 36819 10400 45530 0.00573 0.90 9360 40977 7944 40060 0.00571 0.90 7150 36054 9937 44970 0.00598 0.90 8943 40473 7433 39220 0.00596 0.90 6690 35298 9508 44380 0.00623 0.90 8557 39942 6958 38390 0.00621 0.90 6262 34551 9167 43770 0.00648 0.90 8250 39393 6517 37580 0.00645 0.90 5865 33822 8851 43180 0.00673 0.90 7966 38862 6106 36800 0.00670 0.90 5495 33120 8566 42640 0.00698 0.90 7709 38376 5725 36030 0.00695 0.90 5153 32427 8286 42100 0.00723 0.90 7457 37890 5370 35280 0.00720 0.90 4833 31752 8004 41560 0.00748 0.90 7204 37404 5035 34550 0.00745 0.90 4532 31095 7729 41030 0.00773 0.90 6956 36927 4726 33840 0.00770 0.90 4253 30456 7481 40530 0.00798 0.90 6733 36477 4430 33160 0.00795 0.90 3987 29844 7237 40060 0.00822 0.90 6513 36054 4147 32490 0.00820 0.90 3732 29241 7017 39630 0.00847 0.90 6315 35667 3875 31850 0.00845 0.90 3488 28665 6795 39190 0.00872 0.90 6116 35271 3611 31230 0.00869 0.90 3250 28107 6574 38740 0.00897 0.90 5917 34866 3357 30620 0.00894 0.90 3021 27558 6353 38280 0.00922 0.90 5718 34452 3111 30030 0.00919 0.90 2800 27027 6152 37850 0.00947 0.90 5537 34065 2873 29460 0.00944 0.90 2586 26514 5962 37450 0.00972 0.90 5366 33705 2646 28910 0.00969 0.90 2381 26019 5770 37040 0.00997 0.90 5193 33336 2427 28380 0.00994 0.90 2184 25542 4895 34910 0.01000 0.90 4406 31419 1529 25930 0.01000 0.90 1376 23337 3768 32030 0.01000 0.90 3391 28827 411 22780 0.01000 0.90 370 20502 2643 29000 0.01000 0.90 2379 26100 ‐673 19600 0.01000 0.90 ‐606 17640 1430 25620 0.01000 0.90 1287 23058 ‐1695 16510 0.01000 0.90 ‐1526 14859 237 22150 0.01000 0.90 213 19935 ‐2629 13610 0.01000 0.90 ‐2366 12249 ‐982 18530 0.01000 0.90 ‐884 16677 ‐3444 11020 0.01000 0.90 ‐3100 9918 ‐2093 15120 0.01000 0.90 ‐1884 13608 ‐4125 8808 0.01000 0.90 ‐3713 7927 ‐3111 11930 0.01000 0.90 ‐2800 10737 ‐4673 7007 0.01000 0.90 ‐4206 6306 ‐3947 9250 0.01000 0.90 ‐3552 8325 ‐5101 5599 0.01000 0.90 ‐4591 5039 ‐4601 7140 0.01000 0.90 ‐4141 6426 ‐5429 4532 0.01000 0.90 ‐4886 4079 ‐5082 5587 0.01000 0.90 ‐4574 5028 ‐5685 3723 0.01000 0.90 ‐5117 3351 ‐5349 4763 0.01000 0.90 ‐4814 4287 ‐5909 3033 0.01000 0.90 ‐5318 2730 ‐5598 4003 0.01000 0.90 ‐5038 3603 ‐6132 2348 0.01000 0.90 ‐5519 2113 ‐5841 3254 0.01000 0.90 ‐5257 2929 ‐6345 1688 0.01000 0.90 ‐5711 1519 ‐6070 2540 0.01000 0.90 ‐5463 2286 ‐6523 1123 0.01000 0.90 ‐5871 1011 ‐6298 1827 0.01000 0.90 ‐5668 1644 ‐6661 671 0.01000 0.90 ‐5995 604 ‐6526 1113 0.01000 0.90 ‐5873 1002 ‐6763 328 0.01000 0.90 ‐6087 295 ‐6754 399 0.01000 0.90 ‐6079 359 ‐6823 122 0.01000 0.90 ‐6141 1106754 399 0.01000 0.90 6079 359 6823 122 0.01000 0.90 6141 110 ‐6845 111 0.01000 0.90 ‐6161 100 ‐6835 83 0.01000 0.90 ‐6152 75 ‐6845 111 0.01000 0.90 ‐6161 100 ‐6835 84 0.01000 0.90 ‐6152 76 ‐6845 112 0.01000 0.90 ‐6161 100 ‐6836 85 0.01000 0.90 ‐6152 77 ‐6845 112 0.01000 0.90 ‐6161 101 ‐6836 87 0.01000 0.90 ‐6152 78 ‐6846 112 0.01000 0.90 ‐6161 101 ‐6836 88 0.01000 0.90 ‐6152 79 ‐6846 113 0.01000 0.90 ‐6161 101 ‐6837 89 0.01000 0.90 ‐6153 80 ‐6846 113 0.01000 0.90 ‐6161 102 ‐6837 90 0.01000 0.90 ‐6153 81 ‐6846 113 0.01000 0.90 ‐6161 102 ‐6838 91 0.01000 0.90 ‐6154 82 ‐6846 114 0.01000 0.90 ‐6161 102 ‐6838 93 0.01000 0.90 ‐6154 83 ‐6847 114 0 01000 0 90 ‐6162 103 ‐6839 94 0 01000 0 90 ‐6155 856847 114 0.01000 0.90 6162 103 6839 94 0.01000 0.90 6155 85 ‐6847 115 0.01000 0.90 ‐6162 103 ‐6840 96 0.01000 0.90 ‐6156 86 ‐6847 115 0.01000 0.90 ‐6162 103 ‐6841 97 0.01000 0.90 ‐6157 88 ‐6849 116 0.01000 0.90 ‐6164 104 ‐6843 99 0.01000 0.90 ‐6159 89 ‐6851 117 0.01000 0.90 ‐6166 105 ‐6844 101 0.01000 0.90 ‐6160 91 ‐6853 118 0.01000 0.90 ‐6168 106 ‐6847 104 0.01000 0.90 ‐6162 93 ‐6855 120 0.01000 0.90 ‐6170 108 ‐6849 106 0.01000 0.90 ‐6164 95 ‐6858 121 0.01000 0.90 ‐6172 109 ‐6852 108 0.01000 0.90 ‐6167 97 ‐6860 122 0.01000 0.90 ‐6174 110 ‐6855 110 0.01000 0.90 ‐6170 99 ‐6863 123 0.01000 0.90 ‐6177 111 ‐6858 112 0.01000 0.90 ‐6172 100 ‐6866 123 0 01000 0 90 ‐6179 111 ‐6861 113 0 01000 0 90 ‐6175 102‐6866 123 0.01000 0.90 ‐6179 111 ‐6861 113 0.01000 0.90 ‐6175 102 ‐6869 124 0.01000 0.90 ‐6182 112 ‐6865 114 0.01000 0.90 ‐6179 103 ‐6872 124 0.01000 0.90 ‐6185 111 ‐6870 110 0.01000 0.90 ‐6183 99 ‐6879 111 0.01000 0.90 ‐6191 100 ‐6878 96 0.01000 0.90 ‐6190 87 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 52 / 64 73   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Capacity  (from XTRACT) ‐6938 ‐54490 0.0000 0.75 ‐6244 ‐42391 ‐6937 ‐51710 0.0000 0.75 ‐6243 ‐40060 min 62370 54380 0.0100 0.90 46778 42635 62370 51640 0.0100 0.90 46778 39983 max Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 0°  Bending Angle 10°  Bending Angle ‐6888 95 0.01000 0.90 ‐6199 85 ‐6887 82 0.01000 0.90 ‐6198 74 ‐6896 78 0.01000 0.90 ‐6206 70 ‐6895 68 0.01000 0.90 ‐6206 61 ‐6905 61 0.01000 0.90 ‐6215 55 ‐6904 53 0.01000 0.90 ‐6214 48 ‐6913 45 0.01000 0.90 ‐6222 40 ‐6912 39 0.01000 0.90 ‐6221 35 ‐6921 28 0.01000 0.90 ‐6229 26 ‐6921 25 0.01000 0.90 ‐6229 22 ‐6930 12 0.01000 0.90 ‐6237 11 ‐6929 11 0.01000 0.90 ‐6236 10 ‐6938 ‐4 0.01000 0.90 ‐6244 ‐4 ‐6937 ‐4 0.01000 0.90 ‐6243 ‐3 ‐6930 ‐21 0.01000 0.90 ‐6237 ‐19 ‐6929 ‐18 0.01000 0.90 ‐6236 ‐16 ‐6921 ‐37 0.01000 0.90 ‐6229 ‐33 ‐6921 ‐32 0.01000 0.90 ‐6229 ‐29 ‐6913 ‐53 0.01000 0.90 ‐6222 ‐48 ‐6912 ‐46 0.01000 0.90 ‐6221 ‐41 ‐6905 ‐70 0.01000 0.90 ‐6215 ‐63 ‐6904 ‐60 0.01000 0.90 ‐6214 ‐54 ‐6896 ‐86 0.01000 0.90 ‐6206 ‐77 ‐6895 ‐74 0.01000 0.90 ‐6206 ‐67 ‐6888 ‐103 0.01000 0.90 ‐6199 ‐92 ‐6887 ‐89 0.01000 0.90 ‐6198 ‐80 ‐6879 ‐119 0.01000 0.90 ‐6191 ‐107 ‐6878 ‐103 0.01000 0.90 ‐6190 ‐93 ‐6872 ‐132 0.01000 0.90 ‐6185 ‐118 ‐6870 ‐117 0.01000 0.90 ‐6183 ‐105 ‐6868 ‐134 0.01000 0.90 ‐6181 ‐120 ‐6865 ‐121 0.01000 0.90 ‐6179 ‐109 ‐6864 ‐135 0.01000 0.90 ‐6178 ‐121 ‐6861 ‐122 0.01000 0.90 ‐6175 ‐110 ‐6861 ‐135 0.01000 0.90 ‐6175 ‐122 ‐6857 ‐122 0.01000 0.90 ‐6171 ‐109 ‐6858 ‐136 0.01000 0.90 ‐6172 ‐122 ‐6853 ‐121 0.01000 0.90 ‐6168 ‐109 ‐6855 ‐136 0.01000 0.90 ‐6170 ‐123 ‐6850 ‐121 0.01000 0.90 ‐6165 ‐108 ‐6853 ‐136 0.01000 0.90 ‐6168 ‐123 ‐6848 ‐119 0.01000 0.90 ‐6163 ‐107 ‐6852 ‐136 0.01000 0.90 ‐6167 ‐122 ‐6846 ‐118 0.01000 0.90 ‐6161 ‐106 ‐6852 ‐135 0.01000 0.90 ‐6167 ‐122 ‐6845 ‐116 0.01000 0.90 ‐6161 ‐104 ‐6851 ‐135 0.01000 0.90 ‐6166 ‐121 ‐6844 ‐114 0.01000 0.90 ‐6160 ‐103 ‐6851 ‐134 0.01000 0.90 ‐6166 ‐121 ‐6843 ‐113 0.01000 0.90 ‐6159 ‐101 ‐6851 ‐133 0.01000 0.90 ‐6166 ‐120 ‐6843 ‐111 0.01000 0.90 ‐6159 ‐100 ‐6850 ‐133 0.01000 0.90 ‐6165 ‐120 ‐6842 ‐109 0.01000 0.90 ‐6158 ‐98 ‐6850 ‐132 0.01000 0.90 ‐6165 ‐119 ‐6841 ‐108 0.01000 0.90 ‐6157 ‐97 ‐6850 ‐132 0.01000 0.90 ‐6165 ‐119 ‐6841 ‐106 0.01000 0.90 ‐6157 ‐96 ‐6849 ‐131 0.01000 0.90 ‐6164 ‐118 ‐6840 ‐105 0.01000 0.90 ‐6156 ‐94 ‐6849 ‐131 0.01000 0.90 ‐6164 ‐118 ‐6840 ‐104 0.01000 0.90 ‐6156 ‐93 ‐6849 ‐130 0.01000 0.90 ‐6164 ‐117 ‐6839 ‐102 0.01000 0.90 ‐6155 ‐92 ‐6849 ‐130 0.01000 0.90 ‐6164 ‐117 ‐6838 ‐101 0.01000 0.90 ‐6154 ‐91 ‐6848 ‐129 0.01000 0.90 ‐6163 ‐116 ‐6838 ‐99 0.01000 0.90 ‐6154 ‐89 ‐6848 ‐129 0.01000 0.90 ‐6163 ‐116 ‐6837 ‐98 0.01000 0.90 ‐6153 ‐88 ‐6848 ‐129 0.01000 0.90 ‐6163 ‐116 ‐6837 ‐96 0.01000 0.90 ‐6153 ‐87 ‐6753 ‐429 0.01000 0.90 ‐6078 ‐386 ‐6826 ‐131 0.01000 0.90 ‐6143 ‐118 ‐6550 ‐1071 0.01000 0.90 ‐5895 ‐964 ‐6779 ‐296 0.01000 0.90 ‐6101 ‐266 ‐6347 ‐1713 0.01000 0.90 ‐5712 ‐1542 ‐6688 ‐601 0.01000 0.90 ‐6019 ‐541 ‐6144 ‐2355 0.01000 0.90 ‐5530 ‐2120 ‐6557 ‐1029 0.01000 0.90 ‐5901 ‐926 ‐5941 ‐2997 0.01000 0.90 ‐5347 ‐2697 ‐6391 ‐1556 0.01000 0.90 ‐5752 ‐14005941 2997 0.01000 0.90 5347 2697 6391 1556 0.01000 0.90 5752 1400 ‐5726 ‐3665 0.01000 0.90 ‐5153 ‐3299 ‐6199 ‐2155 0.01000 0.90 ‐5579 ‐1940 ‐5503 ‐4353 0.01000 0.90 ‐4953 ‐3918 ‐5999 ‐2772 0.01000 0.90 ‐5399 ‐2495 ‐5273 ‐5061 0.01000 0.90 ‐4746 ‐4555 ‐5799 ‐3392 0.01000 0.90 ‐5219 ‐3053 ‐4842 ‐6459 0.01000 0.90 ‐4358 ‐5813 ‐5573 ‐4110 0.01000 0.90 ‐5016 ‐3699 ‐4241 ‐8408 0.01000 0.90 ‐3817 ‐7567 ‐5279 ‐5072 0.01000 0.90 ‐4751 ‐4565 ‐3438 ‐10990 0.01000 0.90 ‐3094 ‐9891 ‐4888 ‐6368 0.01000 0.90 ‐4399 ‐5731 ‐2471 ‐14030 0.01000 0.90 ‐2224 ‐12627 ‐4378 ‐8054 0.01000 0.90 ‐3940 ‐7249 ‐1396 ‐17350 0.01000 0.90 ‐1256 ‐15615 ‐3736 ‐10150 0.01000 0.90 ‐3362 ‐9135 ‐203 ‐20910 0.01000 0.90 ‐183 ‐18819 ‐2962 ‐12630 0.01000 0.90 ‐2666 ‐11367 970 ‐24330 0 01000 0 90 873 ‐21897 ‐2064 ‐15430 0 01000 0 90 ‐1858 ‐13887970 24330 0.01000 0.90 873 21897 2064 15430 0.01000 0.90 1858 13887 2167 ‐27680 0.01000 0.90 1950 ‐24912 ‐1072 ‐18450 0.01000 0.90 ‐965 ‐16605 3275 ‐30680 0.01000 0.90 2948 ‐27612 ‐15 ‐21560 0.01000 0.90 ‐14 ‐19404 4383 ‐33530 0.01000 0.90 3945 ‐30177 1078 ‐24660 0.01000 0.90 970 ‐22194 5334 ‐35830 0.01000 0.90 4801 ‐32247 2102 ‐27440 0.00998 0.90 1892 ‐24696 5539 ‐36270 0.00976 0.90 4985 ‐32643 2327 ‐27980 0.00973 0.90 2094 ‐25182 5724 ‐36650 0.00951 0.90 5152 ‐32985 2563 ‐28530 0.00948 0.90 2307 ‐25677 5919 ‐37060 0.00926 0.90 5327 ‐33354 2813 ‐29100 0.00923 0.90 2532 ‐26190 6135 ‐37500 0.00901 0.90 5522 ‐33750 3076 ‐29690 0.00898 0.90 2768 ‐26721 6348 ‐37930 0.00876 0.90 5713 ‐34137 3354 ‐30310 0.00873 0.90 3019 ‐27279 6630 ‐38390 0 00851 0 90 5967 ‐34551 3648 ‐30950 0 00848 0 90 3283 ‐278556630 ‐38390 0.00851 0.90 5967 ‐34551 3648 ‐30950 0.00848 0.90 3283 ‐27855 6930 ‐38850 0.00826 0.90 6237 ‐34965 3957 ‐31610 0.00823 0.90 3561 ‐28449 7252 ‐39360 0.00801 0.90 6527 ‐35424 4285 ‐32290 0.00798 0.90 3857 ‐29061 7580 ‐39880 0.00776 0.90 6822 ‐35892 4633 ‐33000 0.00773 0.90 4170 ‐29700 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 53 / 64 74   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Capacity  (from XTRACT) ‐6938 ‐54490 0.0000 0.75 ‐6244 ‐42391 ‐6937 ‐51710 0.0000 0.75 ‐6243 ‐40060 min 62370 54380 0.0100 0.90 46778 42635 62370 51640 0.0100 0.90 46778 39983 max Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 0°  Bending Angle 10°  Bending Angle 7934 ‐40460 0.00751 0.90 7141 ‐36414 5002 ‐33730 0.00748 0.90 4502 ‐30357 8295 ‐41030 0.00726 0.90 7466 ‐36927 5393 ‐34480 0.00723 0.90 4854 ‐31032 8655 ‐41600 0.00701 0.90 7790 ‐37440 5808 ‐35250 0.00698 0.90 5227 ‐31725 9020 ‐42180 0.00676 0.90 8118 ‐37962 6247 ‐36040 0.00673 0.90 5622 ‐32436 9415 ‐42790 0.00651 0.90 8474 ‐38511 6704 ‐36860 0.00648 0.90 6034 ‐33174 9836 ‐43440 0.00626 0.90 8852 ‐39096 7181 ‐37700 0.00623 0.90 6463 ‐33930 10270 ‐44090 0.00601 0.90 9243 ‐39681 7676 ‐38560 0.00598 0.90 6908 ‐34704 10710 ‐44730 0.00576 0.90 9639 ‐40257 8194 ‐39440 0.00573 0.90 7375 ‐35496 11190 ‐45410 0.00551 0.90 10071 ‐40869 8738 ‐40350 0.00548 0.90 7864 ‐36315 11710 ‐46130 0.00526 0.90 10539 ‐41517 9311 ‐41280 0.00524 0.90 8380 ‐37152 12230 ‐46830 0.00501 0.90 11007 ‐42147 9918 ‐42230 0.00499 0.90 8919 ‐37975 12770 ‐47560 0.00475 0.89 11336 ‐42219 10560 ‐43180 0.00474 0.89 9365 ‐38292 13360 ‐48320 0.00450 0.88 11693 ‐42290 11230 ‐44170 0.00449 0.87 9818 ‐38618 13980 ‐49080 0.00425 0.86 12061 ‐42341 11940 ‐45180 0.00424 0.86 10290 ‐38936 14640 ‐49830 0.00400 0.85 12447 ‐42365 12700 ‐46180 0.00399 0.85 10787 ‐39223 15360 ‐50600 0.00375 0.84 12867 ‐42388 13500 ‐47190 0.00374 0.84 11297 ‐39491 16090 ‐51370 0.00350 0.83 13277 ‐42391 14360 ‐48200 0.00349 0.82 11838 ‐39736 16890 ‐52130 0.00325 0.81 13727 ‐42366 15280 ‐49200 0.00324 0.81 12406 ‐39945 17730 ‐52870 0.00300 0.80 14187 ‐42304 16290 ‐50110 0.00299 0.80 13023 ‐40060 18670 ‐53570 0.00275 0.79 14705 ‐42194 17430 ‐50840 0.00274 0.79 13717 ‐40009 19650 ‐54230 0.00250 0.78 15232 ‐42036 18690 ‐51370 0.00249 0.77 14475 ‐39786 20850 ‐54490 0.00225 0.76 15901 ‐41557 20120 ‐51610 0.00224 0.76 15331 ‐39327 22250 ‐54350 0.00200 0.75 16691 ‐40771 21660 ‐51710 0.00199 0.75 16245 ‐38783 23750 ‐54100 0.00175 0.75 17813 ‐40575 23340 ‐51660 0.00174 0.75 17505 ‐38745 25380 ‐53690 0.00150 0.75 19035 ‐40268 25150 ‐51390 0.00149 0.75 18863 ‐38543 27160 ‐53070 0.00125 0.75 20370 ‐39803 27150 ‐50820 0.00124 0.75 20363 ‐38115 29120 ‐52120 0.00100 0.75 21840 ‐39090 29340 ‐49820 0.00099 0.75 22005 ‐37365 31280 ‐50730 0.00075 0.75 23460 ‐38048 31790 ‐48210 0.00074 0.75 23843 ‐36158 33720 ‐48660 0.00050 0.75 25290 ‐36495 34530 ‐45730 0.00049 0.75 25898 ‐34298 36460 ‐45680 0.00025 0.75 27345 ‐34260 37640 ‐42030 0.00024 0.75 28230 ‐31523 39600 ‐41330 0.00000 0.75 29700 ‐30998 41060 ‐36970 0.00000 0.75 30795 ‐27728 43140 ‐35340 0.00000 0.75 32355 ‐26505 44540 ‐31240 0.00000 0.75 33405 ‐23430 46590 ‐29190 0.00000 0.75 34943 ‐21893 47810 ‐25700 0.00000 0.75 35858 ‐19275 49790 ‐23380 0.00000 0.75 37343 ‐17535 50830 ‐20470 0.00000 0.75 38123 ‐15353 52710 ‐17970 0.00000 0.75 39533 ‐13478 53550 ‐15650 0.00000 0.75 40163 ‐11738 55290 ‐13090 0.00000 0.75 41468 ‐9818 55960 ‐11330 0.00000 0.75 41970 ‐8498 57530 ‐8850 0.00000 0.75 43148 ‐6638 58010 ‐7597 0.00000 0.75 43508 ‐5698 59330 ‐5303 0.00000 0.75 44498 ‐3977 59660 ‐4496 0.00000 0.75 44745 ‐3372 60710 ‐2533 0.00000 0.75 45533 ‐1900 60920 ‐2081 0.00000 0.75 45690 ‐1561 61700 ‐550 0.00000 0.75 46275 ‐412 61810 ‐357 0.00000 0.75 46358 ‐268 62210 271 0.00000 0.75 46658 203 62230 244 0.00000 0.75 46673 18362210 271 0.00000 0.75 46658 203 62230 244 0.00000 0.75 46673 183 62370 322 0.00000 0.75 46778 241 62370 281 0.00000 0.75 46778 211 62330 1 0.00000 0.75 46748 1 62320 1 0.00000 0.75 46740 1 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 54 / 64 75   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Load Data Summary Fx Fy Fz Mx My Mz k k k kip‐ft kip‐ft kip‐ft ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 1865 ‐1404 ‐69 259 ‐109 8482 max FX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 ‐2181 ‐1404 ‐69 259 ‐109 8482 min FX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1855 1501 ‐71 259 ‐110 8597 max FY ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1855 ‐2410 ‐71 259 ‐110 8597 min FY ColumnCaps_1000YR_EnvRSA_EQ_A 482 397 948 241 102 80 1450 max FZ Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_A 482 397 948 ‐241 102 80 1450 min FZ ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 1197 971 53 633 519 8761 max MX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 1197 971 53 ‐633 519 8761 min MX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 1145 950 53 632 526 8483 max MY ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 1145 950 53 632 ‐526 8483 min MY ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 1296 ‐2410 55 633 516 10208 max MZ ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 1296 ‐2410 55 633 516 ‐12137 max MZ Load Data  (from LARSA) min 0.51 ‐1865 ‐12138 max 11.31 2181 10221 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 482 472 980 ‐217 102 ‐85 1829 2.67 ‐472 1831 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 482 397 948 ‐241 102 ‐89 1450 3.51 ‐397 1453 Transformed Demands Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 483 270 978 ‐157 102 ‐85 1728 2.83 ‐270 1730 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 483 220 946 ‐175 102 ‐89 1348 3.77 ‐220 1351 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 486 285 ‐903 ‐151 102 ‐94 1510 3.56 ‐285 1513 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 486 237 ‐868 ‐168 102 ‐94 1092 4.93 ‐237 1096 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 487 490 ‐905 ‐216 102 ‐94 1591 3.38 ‐490 1594 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 487 417 ‐871 ‐240 102 ‐94 1173 4.59 ‐417 1177 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 782 530 523 107 268 484 2421 11.31 ‐530 2469 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 782 542 525 106 314 490 2511 11.04 ‐542 2558 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 404 510 57 268 484 2504 10.94 ‐404 2550 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐max/Mz‐max) 783 404 513 57 314 490 2594 10.70 ‐404 2640p _ _ _ _( \ ) ( / ) ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 785 526 ‐544 106 268 367 2480 8.41 ‐526 2507 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 785 539 ‐545 106 314 375 2569 8.31 ‐539 2597 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 786 365 ‐1591 134 268 367 3138 6.66 ‐365 3159 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 786 378 ‐1587 134 314 375 3228 6.63 ‐378 3250 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 482 472 980 ‐217 102 ‐85 ‐4918 0.99 ‐472 ‐4919 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 482 397 948 ‐241 102 ‐89 ‐4549 1.12 ‐397 ‐4549 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 483 270 978 ‐157 102 ‐85 ‐5020 0.97 ‐270 ‐5021 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 483 220 946 ‐175 102 ‐89 ‐4651 1.09 ‐220 ‐4652 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 486 285 ‐903 ‐151 102 ‐94 ‐5247 1.03 ‐285 ‐5248 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 486 237 ‐868 ‐168 102 ‐94 ‐4829 1.12 ‐237 ‐4830p _ _ _ Q_( \ ) ( / ) ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 487 490 ‐905 ‐216 102 ‐94 ‐5165 1.04 ‐490 ‐5166 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 487 417 ‐871 ‐240 102 ‐94 ‐4748 1.14 ‐417 ‐4749 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 782 530 523 107 268 484 ‐3371 8.17 ‐530 ‐3406 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 782 542 525 106 314 490 ‐3455 8.07 ‐542 ‐3489 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 404 510 57 268 484 ‐3288 8.37 ‐404 ‐3324 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 404 513 57 314 490 ‐3371 8.27 ‐404 ‐3407 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 785 526 ‐544 106 268 367 ‐4055 5.17 ‐526 ‐4072 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 785 539 ‐545 106 314 375 ‐4153 5.16 ‐539 ‐4170 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 786 365 ‐1591 134 268 367 ‐3398 6.16 ‐365 ‐3418 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 786 378 ‐1587 134 314 375 ‐3494 6.13 ‐378 ‐3515ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P max/Mz min) 786 378 1587 134 314 375 3494 6.13 378 3515 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 482 ‐797 980 ‐217 102 ‐85 1829 2.67 797 1831 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 482 ‐724 948 ‐241 102 ‐89 1450 3.51 724 1453 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 483 ‐596 978 ‐157 102 ‐85 1728 2.83 596 1730 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 483 ‐547 946 ‐175 102 ‐89 1348 3.77 547 1351 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 486 ‐545 ‐903 ‐151 102 ‐94 1510 3.56 545 1513 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 486 ‐496 ‐868 ‐168 102 ‐94 1092 4.93 496 1096 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 487 ‐751 ‐905 ‐216 102 ‐94 1591 3.38 751 1594 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 487 ‐676 ‐871 ‐240 102 ‐94 1173 4.59 676 1177 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 782 ‐264 523 107 268 484 2421 11.31 264 2469 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐min/Mz‐max) 782 ‐276 525 106 314 490 2511 11 04 276 2558ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P min/Mz max) 782 276 525 106 314 490 2511 11.04 276 2558 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 783 ‐138 510 57 268 484 2504 10.94 138 2550 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 783 ‐137 513 57 314 490 2594 10.70 137 2640 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 785 ‐258 ‐544 106 268 367 2480 8.41 258 2507 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 55 / 64 76   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Load Data  (from LARSA) min 0.51 ‐1865 ‐12138 max 11.31 2181 10221 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 785 ‐272 ‐545 106 314 375 2569 8.31 272 2597 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 786 ‐473 ‐1591 134 268 367 3138 6.66 473 3159 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 786 ‐488 ‐1587 134 314 375 3228 6.63 488 3250 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 482 ‐797 980 ‐217 102 ‐85 ‐4918 0.99 797 ‐4919 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 482 ‐724 948 ‐241 102 ‐89 ‐4549 1.12 724 ‐4549 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 483 ‐596 978 ‐157 102 ‐85 ‐5020 0.97 596 ‐5021 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 483 ‐547 946 ‐175 102 ‐89 ‐4651 1.09 547 ‐4652 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 486 ‐545 ‐903 ‐151 102 ‐94 ‐5247 1.03 545 ‐5248 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 486 ‐496 ‐868 ‐168 102 ‐94 ‐4829 1.12 496 ‐4830 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 487 ‐751 ‐905 ‐216 102 ‐94 ‐5165 1.04 751 ‐5166 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 487 ‐676 ‐871 ‐240 102 ‐94 ‐4748 1.14 676 ‐4749 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 782 ‐264 523 107 268 484 ‐3371 8.17 264 ‐3406 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 782 ‐276 525 106 314 490 ‐3455 8.07 276 ‐3489 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐138 510 57 268 484 ‐3288 8.37 138 ‐3324 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐137 513 57 314 490 ‐3371 8.27 137 ‐3407 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 785 ‐258 ‐544 106 268 367 ‐4055 5.17 258 ‐4072 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 785 ‐272 ‐545 106 314 375 ‐4153 5.16 272 ‐4170 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 786 ‐473 ‐1591 134 268 367 ‐3398 6.16 473 ‐3418 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 786 ‐488 ‐1587 134 314 375 ‐3494 6.13 488 ‐3515 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 482 1855 1501 ‐71 259 ‐110 8597 0.73 ‐1855 8598 ColumnCaps 1000YR EnvRSA EQ (C\D) (P‐max/Mz‐max) 482 1595 1389 ‐79 282 ‐118 7285 0.93 ‐1595 7286p _ _ _ _( \ ) ( / ) ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 483 1188 1500 ‐50 259 ‐110 8496 0.74 ‐1188 8497 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 483 1018 1388 ‐56 282 ‐118 7183 0.94 ‐1018 7184 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 486 1192 ‐1402 ‐49 259 ‐109 8400 0.74 ‐1192 8401 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 486 1027 ‐1296 ‐54 282 ‐116 7067 0.94 ‐1027 7068 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 1865 ‐1404 ‐69 259 ‐109 8482 0.73 ‐1865 8482 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 487 1609 ‐1297 ‐77 282 ‐116 7149 0.93 ‐1609 7149 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 1145 950 53 632 526 8483 3.55 ‐1145 8499 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 782 1197 971 53 633 519 8761 3.39 ‐1197 8776 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 773 946 48 632 526 8566 3.52 ‐773 8582 ColumnCaps 1000YR EnvRSA EQ (C\D) (P‐max/Mz‐max) 783 783 967 47 633 519 8844 3.36 ‐783 8859p _ _ _ Q_( \ ) ( / ) ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 785 1149 ‐962 52 632 523 9246 3.24 ‐1149 9261 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 785 1201 ‐983 52 633 516 9550 3.09 ‐1201 9564 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 1254 ‐2374 55 632 523 9904 3.02 ‐1254 9918 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 786 1296 ‐2410 55 633 516 10208 2.89 ‐1296 10221 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 482 1855 1501 ‐71 259 ‐110 ‐11687 0.54 ‐1855 ‐11687 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 482 1595 1389 ‐79 282 ‐118 ‐10383 0.65 ‐1595 ‐10384 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 483 1188 1500 ‐50 259 ‐110 ‐11788 0.53 ‐1188 ‐11789 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 483 1018 1388 ‐56 282 ‐118 ‐10486 0.65 ‐1018 ‐10486 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 486 1192 ‐1402 ‐49 259 ‐109 ‐12137 0.51 ‐1192 ‐12138 ColumnCaps 1000YR EnvRSA EQ (C\D) (P‐max/Mz‐min) 486 1027 ‐1296 ‐54 282 ‐116 ‐10804 0.62 ‐1027 ‐10805ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P max/Mz min) 486 1027 1296 54 282 116 10804 0.62 1027 10805 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 487 1865 ‐1404 ‐69 259 ‐109 ‐12056 0.52 ‐1865 ‐12056 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 487 1609 ‐1297 ‐77 282 ‐116 ‐10723 0.62 ‐1609 ‐10724 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 782 1145 950 53 632 526 ‐9433 3.19 ‐1145 ‐9448 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 782 1197 971 53 633 519 ‐9705 3.06 ‐1197 ‐9718 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 773 946 48 632 526 ‐9350 3.22 ‐773 ‐9365 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 783 967 47 633 519 ‐9621 3.09 ‐783 ‐9635 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 785 1149 ‐962 52 632 523 ‐10822 2.77 ‐1149 ‐10834 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 785 1201 ‐983 52 633 516 ‐11133 2.65 ‐1201 ‐11145 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 786 1254 ‐2374 55 632 523 ‐10164 2.95 ‐1254 ‐10178 ColumnCaps 1000YR EnvRSA EQ (C\D) (P‐max/Mz‐min) 786 1296 ‐2410 55 633 516 ‐10475 2 82 ‐1296 ‐10487ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P max/Mz min) 786 1296 2410 55 633 516 10475 2.82 1296 10487 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 482 ‐2181 1501 ‐71 259 ‐110 8597 0.73 2181 8598 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 482 ‐1923 1389 ‐79 282 ‐118 7285 0.93 1923 7286 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 483 ‐1514 1500 ‐50 259 ‐110 8496 0.74 1514 8497 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 483 ‐1346 1388 ‐56 282 ‐118 7183 0.94 1346 7184 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 486 ‐1453 ‐1402 ‐49 259 ‐109 8400 0.74 1453 8401 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 486 ‐1286 ‐1296 ‐54 282 ‐116 7067 0.94 1286 7068 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 487 ‐2125 ‐1404 ‐69 259 ‐109 8482 0.73 2125 8482 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 487 ‐1869 ‐1297 ‐77 282 ‐116 7149 0.93 1869 7149 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 782 ‐880 950 53 632 526 8483 3.55 880 8499 ColumnCaps 1000YR EnvRSA EQ (C\D) (P‐min/Mz‐max) 782 ‐931 971 53 633 519 8761 3 39 931 8776ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 782 ‐931 971 53 633 519 8761 3.39 931 8776 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐507 946 48 632 526 8566 3.52 507 8582 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐517 967 47 633 519 8844 3.36 517 8859 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 785 ‐881 ‐962 52 632 523 9246 3.24 881 9261 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 56 / 64 77   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Load Data  (from LARSA) min 0.51 ‐1865 ‐12138 max 11.31 2181 10221 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 785 ‐934 ‐983 52 633 516 9550 3.09 934 9564 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 786 ‐1362 ‐2374 55 632 523 9904 3.02 1362 9918 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 786 ‐1406 ‐2410 55 633 516 10208 2.89 1406 10221 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 482 ‐2181 1501 ‐71 259 ‐110 ‐11687 0.54 2181 ‐11687 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 482 ‐1923 1389 ‐79 282 ‐118 ‐10383 0.65 1923 ‐10384 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 483 ‐1514 1500 ‐50 259 ‐110 ‐11788 0.53 1514 ‐11789 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 483 ‐1346 1388 ‐56 282 ‐118 ‐10486 0.65 1346 ‐10486 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 486 ‐1453 ‐1402 ‐49 259 ‐109 ‐12137 0.51 1453 ‐12138 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 486 ‐1286 ‐1296 ‐54 282 ‐116 ‐10804 0.62 1286 ‐10805 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 487 ‐2125 ‐1404 ‐69 259 ‐109 ‐12056 0.52 2125 ‐12056 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 487 ‐1869 ‐1297 ‐77 282 ‐116 ‐10723 0.62 1869 ‐10724 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 782 ‐880 950 53 632 526 ‐9433 3.19 880 ‐9448 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 782 ‐931 971 53 633 519 ‐9705 3.06 931 ‐9718 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐507 946 48 632 526 ‐9350 3.22 507 ‐9365 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐517 967 47 633 519 ‐9621 3.09 517 ‐9635 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 785 ‐881 ‐962 52 632 523 ‐10822 2.77 881 ‐10834 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 785 ‐934 ‐983 52 633 516 ‐11133 2.65 934 ‐11145 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 786 ‐1362 ‐2374 55 632 523 ‐10164 2.95 1362 ‐10178 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 786 ‐1406 ‐2410 55 633 516 ‐10475 2.82 1406 ‐10487 ColumnCaps_1000YR_EnvRSA_EQ_A 482 472 980 217 102 77 1829 2.40 ‐472 1831 ColumnCaps 1000YR EnvRSA EQ A 482 397 948 241 102 80 1450 3.16 ‐397 1453p _ _ _ _ ColumnCaps_1000YR_EnvRSA_EQ_A 483 270 978 157 102 77 1728 2.54 ‐270 1729 ColumnCaps_1000YR_EnvRSA_EQ_A 483 220 946 175 102 80 1348 3.40 ‐220 1350 ColumnCaps_1000YR_EnvRSA_EQ_A 486 285 ‐235 151 102 84 1510 3.20 ‐285 1512 ColumnCaps_1000YR_EnvRSA_EQ_A 486 237 ‐271 168 102 85 1092 4.43 ‐237 1095 ColumnCaps_1000YR_EnvRSA_EQ_A 487 490 ‐233 216 102 84 1591 3.04 ‐490 1594 ColumnCaps_1000YR_EnvRSA_EQ_A 487 417 ‐268 240 102 85 1173 4.12 ‐417 1176 ColumnCaps_1000YR_EnvRSA_EQ_A 782 530 523 107 268 484 2421 11.31 ‐530 2469 ColumnCaps_1000YR_EnvRSA_EQ_A 782 542 525 106 314 490 2511 11.04 ‐542 2558 ColumnCaps_1000YR_EnvRSA_EQ_A 783 404 510 57 268 484 2504 10.94 ‐404 2550 ColumnCaps 1000YR EnvRSA EQ A 783 404 513 57 314 490 2594 10.70 ‐404 2640p _ _ _ Q_ ColumnCaps_1000YR_EnvRSA_EQ_A 785 526 108 106 268 367 2480 8.41 ‐526 2507 ColumnCaps_1000YR_EnvRSA_EQ_A 785 539 108 106 314 375 2569 8.31 ‐539 2597 ColumnCaps_1000YR_EnvRSA_EQ_A 786 365 ‐115 134 268 367 3138 6.66 ‐365 3159 ColumnCaps_1000YR_EnvRSA_EQ_A 786 378 ‐121 134 314 375 3228 6.63 ‐378 3250 ColumnCaps_1000YR_EnvRSA_EQ_B 482 ‐797 256 ‐217 ‐102 ‐85 ‐4918 0.99 797 ‐4919 ColumnCaps_1000YR_EnvRSA_EQ_B 482 ‐724 291 ‐241 ‐102 ‐89 ‐4549 1.12 724 ‐4549 ColumnCaps_1000YR_EnvRSA_EQ_B 483 ‐596 258 ‐157 ‐102 ‐85 ‐5020 0.97 596 ‐5021 ColumnCaps_1000YR_EnvRSA_EQ_B 483 ‐547 293 ‐175 ‐102 ‐89 ‐4651 1.09 547 ‐4652 ColumnCaps_1000YR_EnvRSA_EQ_B 486 ‐545 ‐903 ‐151 ‐102 ‐94 ‐5247 1.03 545 ‐5248 ColumnCaps 1000YR EnvRSA EQ B 486 ‐496 ‐868 ‐168 ‐102 ‐94 ‐4829 1.12 496 ‐4830ColumnCaps_1000YR_EnvRSA_EQ_B 486 496 868 168 102 94 4829 1.12 496 4830 ColumnCaps_1000YR_EnvRSA_EQ_B 487 ‐751 ‐905 ‐216 ‐102 ‐94 ‐5165 1.04 751 ‐5166 ColumnCaps_1000YR_EnvRSA_EQ_B 487 ‐676 ‐871 ‐240 ‐102 ‐94 ‐4748 1.14 676 ‐4749 ColumnCaps_1000YR_EnvRSA_EQ_B 782 ‐264 ‐107 ‐107 ‐268 ‐484 ‐3371 8.17 264 ‐3406 ColumnCaps_1000YR_EnvRSA_EQ_B 782 ‐276 ‐110 ‐106 ‐314 ‐490 ‐3455 8.07 276 ‐3489 ColumnCaps_1000YR_EnvRSA_EQ_B 783 ‐138 ‐94 ‐57 ‐268 ‐484 ‐3288 8.37 138 ‐3324 ColumnCaps_1000YR_EnvRSA_EQ_B 783 ‐137 ‐97 ‐57 ‐314 ‐490 ‐3371 8.27 137 ‐3407 ColumnCaps_1000YR_EnvRSA_EQ_B 785 ‐258 ‐544 ‐106 ‐268 ‐367 ‐4055 5.17 258 ‐4072 ColumnCaps_1000YR_EnvRSA_EQ_B 785 ‐272 ‐545 ‐106 ‐314 ‐375 ‐4153 5.16 272 ‐4170 ColumnCaps_1000YR_EnvRSA_EQ_B 786 ‐473 ‐1591 ‐134 ‐268 ‐367 ‐3398 6.16 473 ‐3418 ColumnCaps 1000YR EnvRSA EQ B 786 ‐488 ‐1587 ‐134 ‐314 ‐375 ‐3494 6 13 488 ‐3515ColumnCaps_1000YR_EnvRSA_EQ_B 786 488 1587 134 314 375 3494 6.13 488 3515 ColumnCaps_1000YR_EnvRSA_EQ_C 482 1855 1501 71 259 101 8597 0.67 ‐1855 8598 ColumnCaps_1000YR_EnvRSA_EQ_C 482 1595 1389 79 282 110 7285 0.86 ‐1595 7286 ColumnCaps_1000YR_EnvRSA_EQ_C 483 1188 1500 50 259 101 8496 0.68 ‐1188 8496 ColumnCaps_1000YR_EnvRSA_EQ_C 483 1018 1388 56 282 110 7183 0.88 ‐1018 7184 ColumnCaps_1000YR_EnvRSA_EQ_C 486 1192 264 49 259 99 8400 0.68 ‐1192 8401 ColumnCaps_1000YR_EnvRSA_EQ_C 486 1027 157 54 282 106 7067 0.86 ‐1027 7068 ColumnCaps_1000YR_EnvRSA_EQ_C 487 1865 266 69 259 99 8482 0.67 ‐1865 8482 ColumnCaps_1000YR_EnvRSA_EQ_C 487 1609 159 77 282 106 7149 0.85 ‐1609 7149 ColumnCaps_1000YR_EnvRSA_EQ_C 782 1145 950 53 632 526 8483 3.55 ‐1145 8499 ColumnCaps 1000YR EnvRSA EQ C 782 1197 971 53 633 519 8761 3 39 ‐1197 8776ColumnCaps_1000YR_EnvRSA_EQ_C 782 1197 971 53 633 519 8761 3.39 ‐1197 8776 ColumnCaps_1000YR_EnvRSA_EQ_C 783 773 946 48 632 526 8566 3.52 ‐773 8582 ColumnCaps_1000YR_EnvRSA_EQ_C 783 783 967 47 633 519 8844 3.36 ‐783 8859 ColumnCaps_1000YR_EnvRSA_EQ_C 785 1149 526 52 632 523 9246 3.24 ‐1149 9261 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 57 / 64 78   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Inside Column Face Load Data  (from LARSA) min 0.51 ‐1865 ‐12138 max 11.31 2181 10221 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_C 785 1201 546 52 633 516 9550 3.09 ‐1201 9564 ColumnCaps_1000YR_EnvRSA_EQ_C 786 1254 668 55 632 523 9904 3.02 ‐1254 9918 ColumnCaps_1000YR_EnvRSA_EQ_C 786 1296 702 55 633 516 10208 2.89 ‐1296 10221 ColumnCaps_1000YR_EnvRSA_EQ_D 482 ‐2181 ‐265 ‐71 ‐259 ‐110 ‐11687 0.54 2181 ‐11687 ColumnCaps_1000YR_EnvRSA_EQ_D 482 ‐1923 ‐151 ‐79 ‐282 ‐118 ‐10383 0.65 1923 ‐10384 ColumnCaps_1000YR_EnvRSA_EQ_D 483 ‐1514 ‐264 ‐50 ‐259 ‐110 ‐11788 0.53 1514 ‐11789 ColumnCaps_1000YR_EnvRSA_EQ_D 483 ‐1346 ‐150 ‐56 ‐282 ‐118 ‐10486 0.65 1346 ‐10486 ColumnCaps_1000YR_EnvRSA_EQ_D 486 ‐1453 ‐1402 ‐49 ‐259 ‐109 ‐12137 0.51 1453 ‐12138 ColumnCaps_1000YR_EnvRSA_EQ_D 486 ‐1286 ‐1296 ‐54 ‐282 ‐116 ‐10804 0.62 1286 ‐10805 ColumnCaps_1000YR_EnvRSA_EQ_D 487 ‐2125 ‐1404 ‐69 ‐259 ‐109 ‐12056 0.52 2125 ‐12056 ColumnCaps_1000YR_EnvRSA_EQ_D 487 ‐1869 ‐1297 ‐77 ‐282 ‐116 ‐10723 0.62 1869 ‐10724 ColumnCaps_1000YR_EnvRSA_EQ_D 782 ‐880 ‐534 ‐53 ‐632 ‐526 ‐9433 3.19 880 ‐9448 ColumnCaps_1000YR_EnvRSA_EQ_D 782 ‐931 ‐555 ‐53 ‐633 ‐519 ‐9705 3.06 931 ‐9718 ColumnCaps_1000YR_EnvRSA_EQ_D 783 ‐507 ‐530 ‐48 ‐632 ‐526 ‐9350 3.22 507 ‐9365 ColumnCaps_1000YR_EnvRSA_EQ_D 783 ‐517 ‐552 ‐47 ‐633 ‐519 ‐9621 3.09 517 ‐9635 ColumnCaps_1000YR_EnvRSA_EQ_D 785 ‐881 ‐962 ‐52 ‐632 ‐523 ‐10822 2.77 881 ‐10834 ColumnCaps_1000YR_EnvRSA_EQ_D 785 ‐934 ‐983 ‐52 ‐633 ‐516 ‐11133 2.65 934 ‐11145 ColumnCaps_1000YR_EnvRSA_EQ_D 786 ‐1362 ‐2374 ‐55 ‐632 ‐523 ‐10164 2.95 1362 ‐10178 ColumnCaps_1000YR_EnvRSA_EQ_D 786 ‐1406 ‐2410 ‐55 ‐633 ‐516 ‐10475 2.82 1406 ‐10487 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 58 / 64 79   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Midspan Cap Summary 50000 Demand‐Capacity Factored Cap. (0) Nom. Cap (0) Factored Cap. (60) Nom. Cap (60) Demand 20000 30000 40000 A x ia l F o rc e  ( k ) 0 10000 A Capacity  (from XTRACT) ‐6285 ‐24730 0.0000 0.75 ‐5657 ‐20187 ‐6285 ‐27310 0.0000 0.75 ‐5657 ‐20696 min 41360 24190 0.0100 0.90 31020 18821 41360 27220 0.0100 0.90 31020 20415 max ‐10000 ‐40000 ‐30000 ‐20000 ‐10000 0 10000 20000 30000 Moment (k‐ft) Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 41280 436 0.00000 0.75 30960 327 41280 217 0.00000 0.75 30960 163 41360 192 0.00000 0.75 31020 144 41360 19 0.00000 0.75 31020 14 41300 109 0.00000 0.75 30975 82 41340 ‐16 0.00000 0.75 31005 ‐12 41000 395 0.00000 0.75 30750 296 41150 212 0.00000 0.75 30863 159 40330 1260 0.00000 0.75 30248 945 40700 947 0.00000 0.75 30525 710 39390 2500 0.00000 0.75 29543 1875 39940 2157 0.00000 0.75 29955 1618 38180 4108 0.00000 0.75 28635 3081 38910 3753 0.00000 0.75 29183 2815 0°  Bending Angle 60°  Bending Angle 36710 6046 0.00000 0.75 27533 4535 37620 5699 0.00000 0.75 28215 4274 35010 8258 0.00000 0.75 26258 6194 36090 7949 0.00000 0.75 27068 5962 33040 10640 0.00000 0.75 24780 7980 34340 10460 0.00000 0.75 25755 7845 30890 13190 0.00000 0.75 23168 9893 32400 13180 0.00000 0.75 24300 9885 28580 15880 0.00000 0.75 21435 11910 30280 16070 0.00000 0.75 22710 12053 26270 18370 0.00000 0.75 19703 13778 28020 19050 0.00000 0.75 21015 14288 24220 20170 0.00020 0.75 18165 15128 25740 21740 0.00018 0.75 19305 16305 22440 21420 0.00045 0.75 16830 16065 23550 23880 0.00042 0.75 17663 17910 20850 22290 0.00069 0.75 15638 16718 21510 25400 0.00067 0.75 16133 19050 19430 22910 0.00094 0.75 14573 17183 19650 26390 0.00091 0.75 14738 1979319430 22910 0.00094 0.75 14573 17183 19650 26390 0.00091 0.75 14738 19793 18150 23350 0.00119 0.75 13613 17513 17970 26940 0.00116 0.75 13478 20205 16960 23680 0.00143 0.75 12720 17760 16450 27180 0.00140 0.75 12338 20385 15890 23900 0.00168 0.75 11918 17925 15050 27220 0.00165 0.75 11288 20415 14890 24070 0.00193 0.75 11168 18053 13770 27080 0.00189 0.75 10328 20310 13960 24190 0.00217 0.76 10589 18349 12570 26850 0.00213 0.76 9512 20317 13130 24180 0.00242 0.77 10121 18639 11460 26530 0.00238 0.77 8812 20399 12520 23880 0.00266 0.78 9805 18702 10440 26120 0.00262 0.78 8155 20404 11920 23560 0.00291 0.80 9482 18741 9496 25630 0.00287 0.79 7534 20334 11390 23240 0.00316 0.81 9201 18773 8612 25100 0.00311 0.81 6937 20219 10890 22930 0 00340 0 82 8931 18805 7786 24550 0 00336 0 82 6367 2007710890 22930 0.00340 0.82 8931 18805 7786 24550 0.00336 0.82 6367 20077 10400 22600 0.00365 0.83 8657 18812 7012 23980 0.00360 0.83 5820 19903 9954 22280 0.00389 0.84 8408 18820 6299 23390 0.00385 0.84 5305 19700 9570 21960 0.00414 0.86 8202 18821 5627 22790 0.00409 0.85 4808 19473 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 59 / 64 80 EKristof Text Box Because the angle of loading varies, the extreme P-M curves are both shown   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Midspan Cap Capacity  (from XTRACT) ‐6285 ‐24730 0.0000 0.75 ‐5657 ‐20187 ‐6285 ‐27310 0.0000 0.75 ‐5657 ‐20696 min 41360 24190 0.0100 0.90 31020 18821 41360 27220 0.0100 0.90 31020 20415 max Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 0°  Bending Angle 60°  Bending Angle 9182 21620 0.00439 0.87 7982 18795 5017 22170 0.00433 0.87 4348 19215 8789 21280 0.00463 0.88 7749 18762 4446 21540 0.00458 0.88 3908 18932 8441 20940 0.00488 0.89 7546 18719 3913 20930 0.00482 0.89 3487 18652 8107 20630 0.00513 0.90 7296 18567 3422 20300 0.00507 0.90 3080 18270 7808 20330 0.00537 0.90 7027 18297 2960 19690 0.00531 0.90 2664 17721 7506 20020 0.00562 0.90 6755 18018 2530 19100 0.00556 0.90 2277 17190 7202 19710 0.00586 0.90 6482 17739 2133 18520 0.00580 0.90 1920 16668 6901 19400 0.00611 0.90 6211 17460 1759 17950 0.00605 0.90 1583 16155 6626 19110 0.00636 0.90 5963 17199 1407 17400 0.00629 0.90 1266 15660 6352 18820 0.00660 0.90 5717 16938 1082 16870 0.00653 0.90 974 15183 6120 18550 0.00685 0.90 5508 16695 780 16350 0.00678 0.90 702 14715 5893 18280 0.00710 0.90 5304 16452 491 15850 0.00702 0.90 442 14265 5666 18020 0.00734 0.90 5099 16218 219 15380 0.00727 0.90 197 13842 5432 17740 0.00759 0.90 4889 15966 ‐38 14910 0.00751 0.90 ‐34 13419 5195 17460 0.00783 0.90 4676 15714 ‐272 14470 0.00776 0.90 ‐245 13023 4954 17180 0.00808 0.90 4459 15462 ‐494 14040 0.00800 0.90 ‐444 12636 4743 16930 0.00833 0.90 4269 15237 ‐707 13630 0.00825 0.90 ‐636 12267 4534 16690 0.00857 0.90 4081 15021 ‐906 13240 0.00849 0.90 ‐815 11916 4326 16450 0.00882 0.90 3893 14805 ‐1096 12860 0.00873 0.90 ‐986 11574 4125 16210 0.00907 0.90 3713 14589 ‐1277 12500 0.00898 0.90 ‐1149 11250 3947 16000 0.00931 0.90 3552 14400 ‐1443 12150 0.00922 0.90 ‐1299 10935 3769 15790 0.00956 0.90 3392 14211 ‐1599 11820 0.00947 0.90 ‐1439 10638 3588 15580 0.00980 0.90 3229 14022 ‐1748 11500 0.00971 0.90 ‐1573 10350 3282 15180 0.01000 0.90 2954 13662 ‐1892 11190 0.00996 0.90 ‐1703 10071 2421 13970 0.01000 0.90 2179 12573 ‐2412 9925 0.01000 0.90 ‐2171 8933 1574 12700 0.01000 0.90 1417 11430 ‐2985 8467 0.01000 0.90 ‐2687 7620 716 11360 0.01000 0.90 645 10224 ‐3517 7048 0.01000 0.90 ‐3165 6343 ‐235 9800 0.01000 0.90 ‐211 8820 ‐3999 5707 0.01000 0.90 ‐3599 5136 ‐1213 8138 0.01000 0.90 ‐1092 7324 ‐4433 4465 0.01000 0.90 ‐3990 4019 ‐2053 6595 0.01000 0.90 ‐1848 5936 ‐4811 3358 0.01000 0.90 ‐4330 3022 ‐2830 5082 0.01000 0.90 ‐2547 4574 ‐5122 2425 0.01000 0.90 ‐4610 2183 ‐3534 3697 0.01000 0.90 ‐3181 3327 ‐5373 1665 0.01000 0.90 ‐4836 1499 ‐4090 2586 0.01000 0.90 ‐3681 2327 ‐5565 1081 0.01000 0.90 ‐5009 973 ‐4565 1635 0.01000 0.90 ‐4109 1472 ‐5713 643 0.01000 0.90 ‐5142 578 ‐4886 1012 0.01000 0.90 ‐4397 911 ‐5831 307 0.01000 0.90 ‐5248 277 ‐5110 596 0.01000 0.90 ‐4599 537 ‐5922 49 0.01000 0.90 ‐5330 44 ‐5334 181 0.01000 0.90 ‐4801 163 ‐6007 ‐195 0.01000 0.90 ‐5406 ‐176 ‐5558 ‐234 0.01000 0.90 ‐5002 ‐211 ‐6067 ‐375 0.01000 0.90 ‐5460 ‐337 ‐5782 ‐649 0.01000 0.90 ‐5204 ‐584 ‐6118 ‐531 0.01000 0.90 ‐5506 ‐478 ‐6006 ‐1064 0.01000 0.90 ‐5405 ‐958 ‐6148 ‐629 0.01000 0.90 ‐5533 ‐566 ‐6165 ‐1362 0.01000 0.90 ‐5549 ‐1226 ‐6168 ‐693 0.01000 0.90 ‐5551 ‐6236165 1362 0.01000 0.90 5549 1226 6168 693 0.01000 0.90 5551 623 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6176 ‐721 0.01000 0.90 ‐5558 ‐648 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6177 ‐720 0.01000 0.90 ‐5559 ‐648 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6177 ‐719 0.01000 0.90 ‐5559 ‐647 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6178 ‐717 0.01000 0.90 ‐5560 ‐646 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6179 ‐716 0.01000 0.90 ‐5561 ‐645 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6179 ‐715 0.01000 0.90 ‐5561 ‐644 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6180 ‐714 0.01000 0.90 ‐5562 ‐642 ‐6203 ‐1433 0.01000 0.90 ‐5583 ‐1290 ‐6181 ‐712 0.01000 0.90 ‐5563 ‐641 ‐6204 ‐1433 0.01000 0.90 ‐5584 ‐1290 ‐6182 ‐711 0.01000 0.90 ‐5564 ‐640 ‐6204 ‐1433 0 01000 0 90 ‐5584 ‐1290 ‐6183 ‐709 0 01000 0 90 ‐5565 ‐6386204 1433 0.01000 0.90 5584 1290 6183 709 0.01000 0.90 5565 638 ‐6204 ‐1433 0.01000 0.90 ‐5584 ‐1290 ‐6184 ‐707 0.01000 0.90 ‐5566 ‐636 ‐6204 ‐1433 0.01000 0.90 ‐5584 ‐1290 ‐6186 ‐705 0.01000 0.90 ‐5567 ‐635 ‐6204 ‐1433 0.01000 0.90 ‐5584 ‐1290 ‐6187 ‐703 0.01000 0.90 ‐5568 ‐633 ‐6204 ‐1432 0.01000 0.90 ‐5584 ‐1289 ‐6189 ‐701 0.01000 0.90 ‐5570 ‐631 ‐6205 ‐1432 0.01000 0.90 ‐5585 ‐1289 ‐6192 ‐699 0.01000 0.90 ‐5573 ‐629 ‐6205 ‐1432 0.01000 0.90 ‐5585 ‐1289 ‐6194 ‐697 0.01000 0.90 ‐5575 ‐627 ‐6205 ‐1432 0.01000 0.90 ‐5585 ‐1289 ‐6197 ‐695 0.01000 0.90 ‐5577 ‐625 ‐6206 ‐1432 0.01000 0.90 ‐5585 ‐1289 ‐6200 ‐693 0.01000 0.90 ‐5580 ‐624 ‐6206 ‐1431 0.01000 0.90 ‐5585 ‐1288 ‐6204 ‐692 0.01000 0.90 ‐5584 ‐623 ‐6209 ‐1433 0 01000 0 90 ‐5588 ‐1290 ‐6209 ‐693 0 01000 0 90 ‐5588 ‐623‐6209 ‐1433 0.01000 0.90 ‐5588 ‐1290 ‐6209 ‐693 0.01000 0.90 ‐5588 ‐623 ‐6213 ‐1436 0.01000 0.90 ‐5592 ‐1292 ‐6215 ‐694 0.01000 0.90 ‐5594 ‐625 ‐6217 ‐1438 0.01000 0.90 ‐5595 ‐1294 ‐6222 ‐699 0.01000 0.90 ‐5600 ‐629 ‐6225 ‐1449 0.01000 0.90 ‐5603 ‐1304 ‐6230 ‐707 0.01000 0.90 ‐5607 ‐636 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 60 / 64 81   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Midspan Cap Capacity  (from XTRACT) ‐6285 ‐24730 0.0000 0.75 ‐5657 ‐20187 ‐6285 ‐27310 0.0000 0.75 ‐5657 ‐20696 min 41360 24190 0.0100 0.90 31020 18821 41360 27220 0.0100 0.90 31020 20415 max Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 0°  Bending Angle 60°  Bending Angle ‐6233 ‐1461 0.01000 0.90 ‐5610 ‐1315 ‐6238 ‐715 0.01000 0.90 ‐5614 ‐643 ‐6242 ‐1473 0.01000 0.90 ‐5618 ‐1326 ‐6246 ‐723 0.01000 0.90 ‐5621 ‐650 ‐6251 ‐1484 0.01000 0.90 ‐5626 ‐1336 ‐6253 ‐730 0.01000 0.90 ‐5628 ‐657 ‐6259 ‐1496 0.01000 0.90 ‐5633 ‐1346 ‐6261 ‐738 0.01000 0.90 ‐5635 ‐664 ‐6268 ‐1508 0.01000 0.90 ‐5641 ‐1357 ‐6269 ‐746 0.01000 0.90 ‐5642 ‐672 ‐6276 ‐1519 0.01000 0.90 ‐5648 ‐1367 ‐6277 ‐754 0.01000 0.90 ‐5649 ‐679 ‐6285 ‐1531 0.01000 0.90 ‐5657 ‐1378 ‐6285 ‐762 0.01000 0.90 ‐5657 ‐686 ‐6278 ‐1539 0.01000 0.90 ‐5650 ‐1385 ‐6278 ‐768 0.01000 0.90 ‐5650 ‐691 ‐6272 ‐1548 0.01000 0.90 ‐5645 ‐1393 ‐6270 ‐774 0.01000 0.90 ‐5643 ‐697 ‐6265 ‐1556 0.01000 0.90 ‐5639 ‐1400 ‐6263 ‐780 0.01000 0.90 ‐5637 ‐702 ‐6258 ‐1563 0.01000 0.90 ‐5632 ‐1407 ‐6256 ‐786 0.01000 0.90 ‐5630 ‐707 ‐6252 ‐1572 0.01000 0.90 ‐5627 ‐1415 ‐6248 ‐792 0.01000 0.90 ‐5623 ‐713 ‐6245 ‐1580 0.01000 0.90 ‐5621 ‐1422 ‐6241 ‐798 0.01000 0.90 ‐5617 ‐718 ‐6238 ‐1588 0.01000 0.90 ‐5614 ‐1429 ‐6233 ‐804 0.01000 0.90 ‐5610 ‐724 ‐6233 ‐1593 0.01000 0.90 ‐5610 ‐1434 ‐6226 ‐810 0.01000 0.90 ‐5603 ‐729 ‐6231 ‐1593 0.01000 0.90 ‐5608 ‐1434 ‐6220 ‐814 0.01000 0.90 ‐5598 ‐732 ‐6229 ‐1592 0.01000 0.90 ‐5606 ‐1433 ‐6214 ‐815 0.01000 0.90 ‐5593 ‐734 ‐6227 ‐1591 0.01000 0.90 ‐5604 ‐1432 ‐6209 ‐816 0.01000 0.90 ‐5588 ‐734 ‐6226 ‐1589 0.01000 0.90 ‐5603 ‐1430 ‐6204 ‐815 0.01000 0.90 ‐5584 ‐733 ‐6224 ‐1588 0.01000 0.90 ‐5602 ‐1429 ‐6201 ‐813 0.01000 0.90 ‐5581 ‐732 ‐6222 ‐1588 0.01000 0.90 ‐5600 ‐1429 ‐6198 ‐811 0.01000 0.90 ‐5578 ‐730 ‐6221 ‐1586 0.01000 0.90 ‐5599 ‐1427 ‐6196 ‐809 0.01000 0.90 ‐5576 ‐728 ‐6219 ‐1585 0.01000 0.90 ‐5597 ‐1427 ‐6194 ‐806 0.01000 0.90 ‐5575 ‐726 ‐6218 ‐1583 0.01000 0.90 ‐5596 ‐1425 ‐6192 ‐804 0.01000 0.90 ‐5573 ‐724 ‐6217 ‐1583 0.01000 0.90 ‐5595 ‐1425 ‐6190 ‐802 0.01000 0.90 ‐5571 ‐722 ‐6215 ‐1581 0.01000 0.90 ‐5594 ‐1423 ‐6189 ‐800 0.01000 0.90 ‐5570 ‐720 ‐6214 ‐1580 0.01000 0.90 ‐5593 ‐1422 ‐6187 ‐798 0.01000 0.90 ‐5568 ‐718 ‐6212 ‐1578 0.01000 0.90 ‐5591 ‐1420 ‐6186 ‐796 0.01000 0.90 ‐5567 ‐716 ‐6211 ‐1578 0.01000 0.90 ‐5590 ‐1420 ‐6185 ‐794 0.01000 0.90 ‐5567 ‐715 ‐6210 ‐1577 0.01000 0.90 ‐5589 ‐1419 ‐6184 ‐793 0.01000 0.90 ‐5566 ‐713 ‐6208 ‐1575 0.01000 0.90 ‐5587 ‐1418 ‐6183 ‐791 0.01000 0.90 ‐5565 ‐712 ‐6207 ‐1574 0.01000 0.90 ‐5586 ‐1417 ‐6183 ‐790 0.01000 0.90 ‐5565 ‐711 ‐6205 ‐1573 0.01000 0.90 ‐5585 ‐1416 ‐6182 ‐788 0.01000 0.90 ‐5564 ‐709 ‐6204 ‐1572 0.01000 0.90 ‐5584 ‐1415 ‐6181 ‐787 0.01000 0.90 ‐5563 ‐708 ‐6204 ‐1572 0.01000 0.90 ‐5584 ‐1415 ‐6181 ‐786 0.01000 0.90 ‐5563 ‐707 ‐6204 ‐1572 0.01000 0.90 ‐5584 ‐1415 ‐6180 ‐785 0.01000 0.90 ‐5562 ‐706 ‐6044 ‐1883 0.01000 0.90 ‐5440 ‐1695 ‐6171 ‐816 0.01000 0.90 ‐5554 ‐734 ‐5838 ‐2281 0.01000 0.90 ‐5254 ‐2053 ‐6151 ‐878 0.01000 0.90 ‐5536 ‐790 ‐5633 ‐2679 0.01000 0.90 ‐5070 ‐2411 ‐6118 ‐984 0.01000 0.90 ‐5506 ‐886 ‐5428 ‐3077 0.01000 0.90 ‐4885 ‐2769 ‐6079 ‐1108 0.01000 0.90 ‐5471 ‐997 ‐5223 ‐3474 0.01000 0.90 ‐4701 ‐3127 ‐6035 ‐1245 0.01000 0.90 ‐5432 ‐11215223 3474 0.01000 0.90 4701 3127 6035 1245 0.01000 0.90 5432 1121 ‐5017 ‐3873 0.01000 0.90 ‐4515 ‐3486 ‐5986 ‐1393 0.01000 0.90 ‐5387 ‐1254 ‐4766 ‐4373 0.01000 0.90 ‐4289 ‐3936 ‐5927 ‐1565 0.01000 0.90 ‐5334 ‐1409 ‐4335 ‐5264 0.01000 0.90 ‐3902 ‐4738 ‐5854 ‐1792 0.01000 0.90 ‐5269 ‐1613 ‐3801 ‐6368 0.01000 0.90 ‐3421 ‐5731 ‐5730 ‐2166 0.01000 0.90 ‐5157 ‐1949 ‐3152 ‐7684 0.01000 0.90 ‐2837 ‐6916 ‐5563 ‐2685 0.01000 0.90 ‐5007 ‐2417 ‐2353 ‐9267 0.01000 0.90 ‐2118 ‐8340 ‐5342 ‐3376 0.01000 0.90 ‐4808 ‐3038 ‐1568 ‐10810 0.01000 0.90 ‐1411 ‐9729 ‐5043 ‐4269 0.01000 0.90 ‐4539 ‐3842 ‐718 ‐12430 0.01000 0.90 ‐647 ‐11187 ‐4681 ‐5330 0.01000 0.90 ‐4213 ‐4797 122 ‐13960 0.01000 0.90 109 ‐12564 ‐4267 ‐6522 0.01000 0.90 ‐3840 ‐5870 855 ‐15260 0 01000 0 90 770 ‐13734 ‐3804 ‐7813 0 01000 0 90 ‐3424 ‐7032855 15260 0.01000 0.90 770 13734 3804 7813 0.01000 0.90 3424 7032 1577 ‐16470 0.01000 0.90 1419 ‐14823 ‐3286 ‐9183 0.01000 0.90 ‐2957 ‐8265 2314 ‐17630 0.01000 0.90 2083 ‐15867 ‐2731 ‐10600 0.01000 0.90 ‐2458 ‐9540 2581 ‐18030 0.00982 0.90 2323 ‐16227 ‐2289 ‐11680 0.00992 0.90 ‐2060 ‐10512 2698 ‐18190 0.00958 0.90 2428 ‐16371 ‐2149 ‐11970 0.00968 0.90 ‐1934 ‐10773 2813 ‐18350 0.00934 0.90 2532 ‐16515 ‐2000 ‐12280 0.00944 0.90 ‐1800 ‐11052 2928 ‐18510 0.00910 0.90 2635 ‐16659 ‐1837 ‐12620 0.00919 0.90 ‐1653 ‐11358 3068 ‐18700 0.00886 0.90 2761 ‐16830 ‐1666 ‐12960 0.00895 0.90 ‐1499 ‐11664 3213 ‐18890 0.00861 0.90 2892 ‐17001 ‐1484 ‐13330 0.00870 0.90 ‐1336 ‐11997 3359 ‐19090 0.00837 0.90 3023 ‐17181 ‐1293 ‐13700 0.00846 0.90 ‐1164 ‐12330 3504 ‐19280 0 00813 0 90 3154 ‐17352 ‐1097 ‐14080 0 00822 0 90 ‐987 ‐126723504 ‐19280 0.00813 0.90 3154 ‐17352 ‐1097 ‐14080 0.00822 0.90 ‐987 ‐12672 3680 ‐19530 0.00789 0.90 3312 ‐17577 ‐887 ‐14490 0.00797 0.90 ‐799 ‐13041 3853 ‐19760 0.00765 0.90 3468 ‐17784 ‐658 ‐14920 0.00773 0.90 ‐592 ‐13428 4030 ‐19990 0.00740 0.90 3627 ‐17991 ‐416 ‐15360 0.00749 0.90 ‐375 ‐13824 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 61 / 64 82   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Midspan Cap Capacity  (from XTRACT) ‐6285 ‐24730 0.0000 0.75 ‐5657 ‐20187 ‐6285 ‐27310 0.0000 0.75 ‐5657 ‐20696 min 41360 24190 0.0100 0.90 31020 18821 41360 27220 0.0100 0.90 31020 20415 max Pn Mn Ԑs  Pr Mr Pn Mn Ԑs  Pr Mr k k‐ft in/in k k‐ft k k‐ft in/in k k‐ft 0°  Bending Angle 60°  Bending Angle 4209 ‐20230 0.00716 0.90 3788 ‐18207 ‐158 ‐15830 0.00724 0.90 ‐142 ‐14247 4388 ‐20450 0.00692 0.90 3949 ‐18405 112 ‐16300 0.00700 0.90 101 ‐14670 4566 ‐20680 0.00668 0.90 4109 ‐18612 400 ‐16800 0.00675 0.90 360 ‐15120 4769 ‐20920 0.00644 0.90 4292 ‐18828 707 ‐17320 0.00651 0.90 636 ‐15588 4970 ‐21150 0.00619 0.90 4473 ‐19035 1040 ‐17840 0.00627 0.90 936 ‐16056 5198 ‐21400 0.00595 0.90 4678 ‐19260 1390 ‐18390 0.00602 0.90 1251 ‐16551 5439 ‐21670 0.00571 0.90 4895 ‐19503 1763 ‐18960 0.00578 0.90 1587 ‐17064 5677 ‐21930 0.00547 0.90 5109 ‐19737 2164 ‐19540 0.00553 0.90 1948 ‐17586 5913 ‐22180 0.00523 0.90 5322 ‐19962 2598 ‐20130 0.00529 0.90 2338 ‐18117 6171 ‐22450 0.00498 0.90 5549 ‐20187 3054 ‐20750 0.00505 0.90 2749 ‐18675 6451 ‐22730 0.00474 0.89 5723 ‐20164 3542 ‐21380 0.00480 0.89 3153 ‐19031 6768 ‐23030 0.00450 0.88 5922 ‐20151 4075 ‐22000 0.00456 0.88 3578 ‐19315 7111 ‐23320 0.00426 0.86 6136 ‐20123 4643 ‐22630 0.00432 0.87 4020 ‐19592 7570 ‐23500 0.00402 0.85 6441 ‐19994 5261 ‐23240 0.00407 0.85 4491 ‐19837 8069 ‐23690 0.00377 0.84 6767 ‐19869 5924 ‐23860 0.00383 0.84 4984 ‐20075 8607 ‐23900 0.00353 0.83 7115 ‐19757 6636 ‐24460 0.00358 0.83 5503 ‐20282 9167 ‐24110 0.00329 0.81 7467 ‐19639 7397 ‐25050 0.00334 0.82 6043 ‐20466 9738 ‐24310 0.00305 0.80 7814 ‐19508 8215 ‐25620 0.00310 0.80 6611 ‐20619 10370 ‐24510 0.00281 0.79 8196 ‐19371 9110 ‐26100 0.00285 0.79 7221 ‐20687 11040 ‐24710 0.00257 0.78 8592 ‐19231 10080 ‐26520 0.00261 0.78 7866 ‐20696 11820 ‐24730 0.00232 0.77 9056 ‐18947 11130 ‐26860 0.00236 0.77 8550 ‐20634 12800 ‐24500 0.00208 0.75 9652 ‐18474 12270 ‐27100 0.00212 0.76 9277 ‐20489 13820 ‐24250 0.00184 0.75 10365 ‐18188 13490 ‐27260 0.00188 0.75 10118 ‐20445 14940 ‐23930 0.00160 0.75 11205 ‐17948 14800 ‐27310 0.00163 0.75 11100 ‐20483 16110 ‐23580 0.00136 0.75 12083 ‐17685 16230 ‐27210 0.00139 0.75 12173 ‐20408 17400 ‐23110 0.00111 0.75 13050 ‐17333 17780 ‐26890 0.00115 0.75 13335 ‐20168 18780 ‐22520 0.00087 0.75 14085 ‐16890 19500 ‐26260 0.00090 0.75 14625 ‐19695 20290 ‐21760 0.00063 0.75 15218 ‐16320 21390 ‐25180 0.00066 0.75 16043 ‐18885 21970 ‐20720 0.00039 0.75 16478 ‐15540 23460 ‐23580 0.00041 0.75 17595 ‐17685 23860 ‐19290 0.00015 0.75 17895 ‐14468 25670 ‐21410 0.00017 0.75 19253 ‐16058 25980 ‐17330 0.00000 0.75 19485 ‐12998 27970 ‐18690 0.00000 0.75 20978 ‐14018 28350 ‐14730 0.00000 0.75 21263 ‐11048 30230 ‐15730 0.00000 0.75 22673 ‐11798 30650 ‐12080 0.00000 0.75 22988 ‐9060 32350 ‐12850 0.00000 0.75 24263 ‐9638 32790 ‐9558 0.00000 0.75 24593 ‐7169 34300 ‐10140 0.00000 0.75 25725 ‐7605 34750 ‐7196 0.00000 0.75 26063 ‐5397 36050 ‐7634 0.00000 0.75 27038 ‐5726 36510 ‐5039 0.00000 0.75 27383 ‐3779 37580 ‐5381 0.00000 0.75 28185 ‐4036 38040 ‐3142 0.00000 0.75 28530 ‐2357 38880 ‐3423 0.00000 0.75 29160 ‐2567 39330 ‐1550 0.00000 0.75 29498 ‐1163 39920 ‐1800 0.00000 0.75 29940 ‐1350 40360 ‐297 0.00000 0.75 30270 ‐223 40690 ‐552 0.00000 0.75 30518 ‐414 41040 543 0.00000 0.75 30780 407 41160 236 0.00000 0.75 30870 177 41310 767 0.00000 0.75 30983 576 41340 453 0.00000 0.75 31005 33941310 767 0.00000 0.75 30983 576 41340 453 0.00000 0.75 31005 339 41360 674 0.00000 0.75 31020 505 41360 413 0.00000 0.75 31020 310 41280 436 0.00000 0.75 30960 327 41280 217 0.00000 0.75 30960 163 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 62 / 64 83   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Midspan Cap Load Data Summary Fx Fy Fz Mx My Mz k k k kip‐ft kip‐ft kip‐ft ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 977 470 ‐27 259 ‐596 2296 max FX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 ‐519 470 ‐27 259 ‐596 2296 min FX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 783 893 47 633 329 2240 max FY ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 783 ‐894 47 633 329 2240 min FY ColumnCaps_1000YR_EnvRSA_EQ_A 484 547 207 81 102 2045 2481 max FZ Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_A 484 547 207 ‐81 102 2045 2481 min FZ ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 783 893 47 633 329 2240 max MX ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 783 893 47 ‐633 329 2240 min MX ColumnCaps_1000YR_EnvRSA_EQ_A 484 547 207 81 102 2045 2481 max MY ColumnCaps_1000YR_EnvRSA_EQ_A 484 547 207 81 102 ‐2054 2481 min MY ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 404 436 57 268 955 3012 max MZ ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 404 436 57 268 955 474 max MZ Load Data  (from LARSA) min 0.00 ‐977 0 max 63.61 519 3221 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 484 576 222 ‐73 102 ‐1847 2506 36.39 ‐576 3112 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 484 547 207 ‐81 102 ‐2054 2481 39.61 ‐547 3221 Transformed Demands Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 485 577 ‐178 ‐59 102 ‐1847 2416 37.39 ‐577 3041 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 485 556 ‐163 ‐66 102 ‐2054 2390 40.67 ‐556 3151 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 404 436 57 268 955 3012 17.59 ‐404 3160 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 783 404 438 57 314 954 2951 17.91 ‐404 3102 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 784 402 ‐447 56 268 955 3009 17.60 ‐402 3157 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐max) 784 402 ‐448 56 314 954 2951 17.91 ‐402 3101 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 484 576 222 ‐73 102 ‐1847 1231 56.32 ‐576 2219 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 484 547 207 ‐81 102 ‐2054 1263 58.40 ‐547 2411 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 485 577 ‐178 ‐59 102 ‐1847 1141 58.28 ‐577 2171 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐max/Mz‐min) 485 556 ‐163 ‐66 102 ‐2054 1172 60.29 ‐556 2365p _ _ _ _( \ ) ( / ) ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 404 436 57 268 955 477 63.47 ‐404 1067 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 783 404 438 57 314 954 536 60.68 ‐404 1094 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 784 402 ‐447 56 268 955 474 63.61 ‐402 1066 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐max/Mz‐min) 784 402 ‐448 56 314 954 535 60.71 ‐402 1093 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 484 59 222 ‐73 102 ‐1847 2506 36.39 ‐59 3112 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 484 88 207 ‐81 102 ‐2054 2481 39.61 ‐88 3221 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 485 120 ‐178 ‐59 102 ‐1847 2416 37.39 ‐120 3041 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 485 143 ‐163 ‐66 102 ‐2054 2390 40.67 ‐143 3151 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 783 ‐138 436 57 268 955 3012 17.59 138 3160 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐min/Mz‐max) 783 ‐137 438 57 314 954 2951 17.91 137 3102p _ _ _ Q_( \ ) ( / ) ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 784 ‐134 ‐447 56 268 955 3009 17.60 134 3157 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐max) 784 ‐135 ‐448 56 314 954 2951 17.91 135 3101 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 484 59 222 ‐73 102 ‐1847 1231 56.32 ‐59 2219 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 484 88 207 ‐81 102 ‐2054 1263 58.40 ‐88 2411 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 485 120 ‐178 ‐59 102 ‐1847 1141 58.28 ‐120 2171 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 485 143 ‐163 ‐66 102 ‐2054 1172 60.29 ‐143 2365 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐138 436 57 268 955 477 63.47 138 1067 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 783 ‐137 438 57 314 954 536 60.68 137 1094 ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P‐min/Mz‐min) 784 ‐134 ‐447 56 268 955 474 63.61 134 1066 ColumnCaps 1000YR EnvRSA EQ (A\B) (P‐min/Mz‐min) 784 ‐135 ‐448 56 314 954 535 60.71 135 1093ColumnCaps_1000YR_EnvRSA_EQ_(A\B) (P min/Mz min) 784 135 448 56 314 954 535 60.71 135 1093 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 977 470 ‐27 259 ‐596 2296 14.55 ‐977 2372 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 484 894 421 ‐30 282 ‐664 2268 16.33 ‐894 2363 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 485 887 ‐414 ‐24 259 ‐596 2207 15.11 ‐887 2286 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 485 820 ‐368 ‐26 282 ‐664 2177 16.97 ‐820 2276 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 773 872 48 632 329 2256 8.30 ‐773 2279 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 783 783 893 47 633 329 2240 8.36 ‐783 2264 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 784 775 ‐873 47 632 329 2253 8.31 ‐775 2277 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐max) 784 785 ‐894 47 633 329 2239 8.36 ‐785 2263 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 484 977 470 ‐27 259 ‐596 1440 22.49 ‐977 1558 ColumnCaps 1000YR EnvRSA EQ (C\D) (P‐max/Mz‐min) 484 894 421 ‐30 282 ‐664 1477 24 22 ‐894 1619ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P max/Mz min) 484 894 421 30 282 664 1477 24.22 894 1619 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 485 887 ‐414 ‐24 259 ‐596 1351 23.81 ‐887 1476 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 485 820 ‐368 ‐26 282 ‐664 1386 25.61 ‐820 1537 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 773 872 48 632 329 1233 14.94 ‐773 1276 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 63 / 64 84   Sellwood Willamette River Bridge  100% Calculation Book   Bent 1/4 Cap Beams  1000YR Design: Midspan Cap Load Data  (from LARSA) min 0.00 ‐977 0 max 63.61 519 3221 Fx Fy Fz Mx My Mz θ Pu Mu k k k kip‐ft kip‐ft kip‐ft deg k k‐ft Transformed Demands Load Combination Element ID ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 783 783 893 47 633 329 1247 14.78 ‐783 1290 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 784 775 ‐873 47 632 329 1230 14.97 ‐775 1273 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐max/Mz‐min) 784 785 ‐894 47 633 329 1247 14.78 ‐785 1289 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 484 ‐342 470 ‐27 259 ‐596 2296 14.55 342 2372 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 484 ‐258 421 ‐30 282 ‐664 2268 16.33 258 2363 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 485 ‐190 ‐414 ‐24 259 ‐596 2207 15.11 190 2286 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 485 ‐121 ‐368 ‐26 282 ‐664 2177 16.97 121 2276 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐507 872 48 632 329 2256 8.30 507 2279 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 783 ‐517 893 47 633 329 2240 8.36 517 2264 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 784 ‐508 ‐873 47 632 329 2253 8.31 508 2277 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐max) 784 ‐519 ‐894 47 633 329 2239 8.36 519 2263 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 484 ‐342 470 ‐27 259 ‐596 1440 22.49 342 1558 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 484 ‐258 421 ‐30 282 ‐664 1477 24.22 258 1619 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 485 ‐190 ‐414 ‐24 259 ‐596 1351 23.81 190 1476 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 485 ‐121 ‐368 ‐26 282 ‐664 1386 25.61 121 1537 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐507 872 48 632 329 1233 14.94 507 1276 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 783 ‐517 893 47 633 329 1247 14.78 517 1290 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 784 ‐508 ‐873 47 632 329 1230 14.97 508 1273 ColumnCaps_1000YR_EnvRSA_EQ_(C\D) (P‐min/Mz‐min) 784 ‐519 ‐894 47 633 329 1247 14.78 519 1289 ColumnCaps_1000YR_EnvRSA_EQ_A 484 576 222 73 102 1837 2506 36.26 ‐576 3107 ColumnCaps 1000YR EnvRSA EQ A 484 547 207 81 102 2045 2481 39.49 ‐547 3215p _ _ _ _ ColumnCaps_1000YR_EnvRSA_EQ_A 485 577 72 59 102 1837 2416 37.25 ‐577 3036 ColumnCaps_1000YR_EnvRSA_EQ_A 485 556 57 66 102 2045 2390 40.54 ‐556 3145 ColumnCaps_1000YR_EnvRSA_EQ_A 783 404 436 57 268 955 3012 17.59 ‐404 3160 ColumnCaps_1000YR_EnvRSA_EQ_A 783 404 438 57 314 954 2951 17.91 ‐404 3102 ColumnCaps_1000YR_EnvRSA_EQ_A 784 402 181 56 268 955 3009 17.60 ‐402 3157 ColumnCaps_1000YR_EnvRSA_EQ_A 784 402 182 56 314 954 2951 17.91 ‐402 3101 ColumnCaps_1000YR_EnvRSA_EQ_B 484 59 ‐58 ‐73 ‐102 ‐1847 1231 56.32 ‐59 2219 ColumnCaps_1000YR_EnvRSA_EQ_B 484 88 ‐42 ‐81 ‐102 ‐2054 1263 58.40 ‐88 2411 ColumnCaps_1000YR_EnvRSA_EQ_B 485 120 ‐178 ‐59 ‐102 ‐1847 1141 58.28 ‐120 2171 ColumnCaps 1000YR EnvRSA EQ B 485 143 ‐163 ‐66 ‐102 ‐2054 1172 60.29 ‐143 2365p _ _ _ Q_ ColumnCaps_1000YR_EnvRSA_EQ_B 783 ‐138 ‐168 ‐57 ‐268 ‐955 477 63.47 138 1067 ColumnCaps_1000YR_EnvRSA_EQ_B 783 ‐137 ‐172 ‐57 ‐314 ‐954 536 60.68 137 1094 ColumnCaps_1000YR_EnvRSA_EQ_B 784 ‐134 ‐447 ‐56 ‐268 ‐955 474 63.61 134 1066 ColumnCaps_1000YR_EnvRSA_EQ_B 784 ‐135 ‐448 ‐56 ‐314 ‐954 535 60.71 135 1093 ColumnCaps_1000YR_EnvRSA_EQ_C 484 977 470 27 259 587 2296 14.34 ‐977 2370 ColumnCaps_1000YR_EnvRSA_EQ_C 484 894 421 29 282 655 2268 16.11 ‐894 2361 ColumnCaps_1000YR_EnvRSA_EQ_C 485 887 309 24 259 587 2207 14.89 ‐887 2284 ColumnCaps_1000YR_EnvRSA_EQ_C 485 820 263 26 282 655 2177 16.75 ‐820 2273 ColumnCaps_1000YR_EnvRSA_EQ_C 783 773 872 48 632 329 2256 8.30 ‐773 2279 ColumnCaps 1000YR EnvRSA EQ C 783 783 893 47 633 329 2240 8.36 ‐783 2264ColumnCaps_1000YR_EnvRSA_EQ_C 783 783 893 47 633 329 2240 8.36 783 2264 ColumnCaps_1000YR_EnvRSA_EQ_C 784 775 607 47 632 329 2253 8.31 ‐775 2277 ColumnCaps_1000YR_EnvRSA_EQ_C 784 785 627 47 633 329 2239 8.36 ‐785 2263 ColumnCaps_1000YR_EnvRSA_EQ_D 484 ‐342 ‐306 ‐27 ‐259 ‐596 1440 22.49 342 1558 ColumnCaps_1000YR_EnvRSA_EQ_D 484 ‐258 ‐256 ‐30 ‐282 ‐664 1477 24.22 258 1619 ColumnCaps_1000YR_EnvRSA_EQ_D 485 ‐190 ‐414 ‐24 ‐259 ‐596 1351 23.81 190 1476 ColumnCaps_1000YR_EnvRSA_EQ_D 485 ‐121 ‐368 ‐26 ‐282 ‐664 1386 25.61 121 1537 ColumnCaps_1000YR_EnvRSA_EQ_D 783 ‐507 ‐605 ‐48 ‐632 ‐329 1233 14.94 507 1276 ColumnCaps_1000YR_EnvRSA_EQ_D 783 ‐517 ‐626 ‐47 ‐633 ‐329 1247 14.78 517 1290 ColumnCaps_1000YR_EnvRSA_EQ_D 784 ‐508 ‐873 ‐47 ‐632 ‐329 1230 14.97 508 1273 ColumnCaps 1000YR EnvRSA EQ D 784 ‐519 ‐894 ‐47 ‐633 ‐329 1247 14 78 519 1289ColumnCaps_1000YR_EnvRSA_EQ_D 784 519 894 47 633 329 1247 14.78 519 1289 Bent 1, 4 Cap_P‐M Demand‐Capacity (7.1).xlsm 5/25/2012 64 / 64 85   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  1/41  # Project file generated by XTRACT # Created by: Evan Kristof # WARNING: When this file is read into XTRACT, data consistency checks are NOT performed. If inappropriate # input data is read into the software, unexpected results may ensue. Before modifying this file, it is advised to # save a back up copy. The order of the file in not important, nor is the spacing. The file must contain Global # data as described below. Note that if this file is saved outside XTRACT, the associated output file will be # automatically deleted when the file is opened. # Define the global parameters for the file separated by Begin_Global and End_Global # Version, Units and Name are required. Begin_Global NAME = Bent 1, 4 Cap Beams VER = 3.09 UNITS = kip-in HAS_ANALYZED = True # Optional parameters Author = Evan Kristof Company = T.Y. Lin International Job_Name = Sellwood Bridge Job_Number = 500042 Time_Stamp = 2/18/2012 12:59:02 PM End_Global #--------------------------------------- # Begin material definition with Begin_Material and end with End_Material Begin_Material NAME = Unconfined TYPE = Unconfined Concrete Fc = 6.000 ey = 0.0014 ecu = 0.004 esp = 0.005 ef = 0.004 Ec = 4415 End_Material #--------------------------------------- Begin_Material NAME = Confined TYPE = Confined Concrete Fc = 6.000 ey = 0.002389 ecu = 0.01144 Fl = 6.848 Ec = 4415 86   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  2/41  # Parameters for the confinement calculators are optional transverseSteelStress = 60.00 xReinforcingRatio = 3.291667E-03 yReinforcingRatio = 1.56746E-03 distTiedLongBars = 12.00 nLongBars = 36 confinedCoreArea = 5320 tieSpacing = 12.00 compStrength = 6.000 esuTransvers = 0.1 volReinforcingRatio = 0.005315 End_Material #--------------------------------------- Begin_Material NAME = Gr60 TYPE = Strain Hardening Steel Fy = 60.00 Fu = 90.00 esh = 0.008 esu = 0.09 Es = 29.00E+3 End_Material #--------------------------------------- Begin_Material NAME = UnconfinedExp TYPE = Unconfined Concrete Fc = 7.800 ey = 0.0014 ecu = 0.004 esp = 0.005 ef = 0.004 Ec = 5034 End_Material #--------------------------------------- Begin_Material NAME = ConfinedExp TYPE = Confined Concrete Fc = 7.800 ey = 0.002221 ecu = 0.009123 Fl = 8.715 Ec = 5034 # Parameters for the confinement calculators are optional transverseSteelStress = 60.00 xReinforcingRatio = 3.291667E-03 yReinforcingRatio = 1.56746E-03 distTiedLongBars = 12.00 nLongBars = 36 confinedCoreArea = 5320 tieSpacing = 12.00 87   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  3/41  compStrength = 7.800 esuTransvers = 0.1 volReinforcingRatio = 0.005315 End_Material #--------------------------------------- Begin_Material NAME = Gr60Exp TYPE = Strain Hardening Steel Fy = 68.00 Fu = 95.00 esh = 0.008 esu = 0.09 Es = 29.00E+3 End_Material #--------------------------------------- # Begin Section Definitions. Between the Begin and End Section commands, the section shapes and # loadings are defined. If this is copied to a stand alone (.sec) file, then the section # materials also need to be defined. # Begin section definition. Begin_Section Begin_Builder NAME = Inside Face # Builder properties - boundary window - if left out, the default is used. Boundary_Bottom = -66.60 Boundary_Left = -88.00 Boundary_Right = 88.00 Boundary_Top = 66.60 Min_Triangle_Area = .1000 Max_Number_of_Fibers = 3690 # Current drawing window properties - if left out, the default is used. Window_Left = 105.1 Window_Bottom = 50.40 Window_Height = 100.8 End_Builder #--------------------------------------- # Section comments or design log - optional Begin_UserComments User Comments End_UserComments #--------------------------------------- # Shapes and meshes - for shapes within shapes, list outermost shape first. Shape boundaries may not cross. # Points are listed in X Y coordinates separated by a comma preceded by the mode of drawing. 88   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  4/41  # The last point in the sequence of any shape must be the same as the first point to close the shape properly. # Repeat shape Start_Shape - End_Shape command group as needed. Before editing the shape definitions, make sure # the data results in reasonable shapes (ie No lines cross, if a shape is embedded in another shape - # confined within unconfined - the outer shape must be defined first). If the mesh size is defined too # small, an error will be thrown. To allow for smaller mesh sizes, modify the Max_Number_of_Fibers # parameter in the section definition. # Section Shapes Begin_Shape MATERIAL = Unconfined MESH = 3.000 COVER = 2.000 MATERIAL_CORE = Confined Begin_Line -40.00, -42.00 40.00, -42.00 40.00, 42.00 -40.00, 42.00 -40.00, -42.00 End_Line End_Shape #--------------------------------------- # Reinforcing bars. Data is given comma separated in the form X, Y, Area, Prestress, Material. Begin_Rebar -33.92, 37.97, 2.250, 0, Gr60 -28.18, 37.97, 2.250, 0, Gr60 -19.59, 37.97, 2.250, 0, Gr60 -14.00, 37.97, 2.250, 0, Gr60 -8.390, 37.97, 2.250, 0, Gr60 -2.820, 37.97, 2.250, 0, Gr60 2.770, 37.97, 2.250, 0, Gr60 8.390, 37.97, 2.250, 0, Gr60 13.95, 37.97, 2.250, 0, Gr60 19.55, 37.97, 2.250, 0, Gr60 28.41, 37.97, 2.250, 0, Gr60 33.88, 37.97, 2.250, 0, Gr60 -33.92, 5.000, 2.250, 0, Gr60 -28.18, 5.000, 2.250, 0, Gr60 -19.59, 5.000, 2.250, 0, Gr60 -14.00, 5.000, 2.250, 0, Gr60 -8.390, 5.000, 2.250, 0, Gr60 -2.820, 5.000, 2.250, 0, Gr60 2.770, 5.000, 2.250, 0, Gr60 8.390, 5.000, 2.250, 0, Gr60 13.95, 5.000, 2.250, 0, Gr60 19.55, 5.000, 2.250, 0, Gr60 28.41, 5.000, 2.250, 0, Gr60 89   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  5/41  33.88, 5.000, 2.250, 0, Gr60 -36.42, 27.08, .7854, 0, Gr60 -36.42, 16.20, .7854, 0, Gr60 -36.42, -5.550, .7854, 0, Gr60 -36.42, -16.43, .7854, 0, Gr60 -36.42, -27.32, .7854, 0, Gr60 -17.12, 27.08, .7854, 0, Gr60 -17.12, 16.20, .7854, 0, Gr60 -17.12, -5.550, .7854, 0, Gr60 -17.12, -16.43, .7854, 0, Gr60 -17.12, -27.32, .7854, 0, Gr60 36.42, 27.32, .7854, 0, Gr60 36.42, 16.20, .7854, 0, Gr60 36.42, -5.550, .7854, 0, Gr60 36.42, -16.43, .7854, 0, Gr60 36.42, -27.32, .7854, 0, Gr60 17.12, 27.08, .7854, 0, Gr60 17.12, 16.20, .7854, 0, Gr60 17.12, -5.550, .7854, 0, Gr60 17.12, -16.43, .7854, 0, Gr60 17.12, -27.32, .7854, 0, Gr60 -34.16, -38.20, 1.267, 0, Gr60 -28.68, -38.20, 1.267, 0, Gr60 -22.95, -38.20, 1.267, 0, Gr60 -17.50, -38.20, 1.267, 0, Gr60 -10.32, -38.20, 1.267, 0, Gr60 -3.590, -38.20, 1.267, 0, Gr60 3.590, -38.20, 1.267, 0, Gr60 10.32, -38.20, 1.267, 0, Gr60 17.50, -38.20, 1.267, 0, Gr60 22.55, -38.20, 1.267, 0, Gr60 28.68, -38.20, 1.267, 0, Gr60 34.16, -38.20, 1.267, 0, Gr60 -34.16, -36.93, 1.267, 0, Gr60 -28.68, -36.93, 1.267, 0, Gr60 -22.95, -36.93, 1.267, 0, Gr60 -17.50, -36.93, 1.267, 0, Gr60 -10.32, -36.93, 1.267, 0, Gr60 -3.590, -36.93, 1.267, 0, Gr60 3.590, -36.93, 1.267, 0, Gr60 10.32, -36.93, 1.267, 0, Gr60 17.50, -36.93, 1.267, 0, Gr60 22.55, -36.93, 1.267, 0, Gr60 28.68, -36.93, 1.267, 0, Gr60 34.16, -36.93, 1.267, 0, Gr60 End_Rebar #--------------------------------------- # Define the loading data, choose Moment Curvature, Capacity Orbit, or PM Interaction for loading type. # Required data not defined here is taken from default values. Begin_Loading NAME = 10 90   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  6/41  TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 10 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 20 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 20 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 91   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  7/41  Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 30 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 30 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains 92   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  8/41  End_Loading #--------------------------------------- Begin_Loading NAME = 40 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 40 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 50 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 50 93   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  9/41  Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 60 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 60 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the 94   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  10/41  # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 70 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 70 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 80 TYPE = PM Interaction Include_Graph = False Include_Animation = False 95   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  11/41  N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 80 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 90 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 90 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. 96   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  12/41  # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 0 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 0 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- End_Section 97   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  13/41  #--------------------------------------- # Begin section definition. Begin_Section Begin_Builder NAME = Midspan # Builder properties - boundary window - if left out, the default is used. Boundary_Bottom = -66.60 Boundary_Left = -88.00 Boundary_Right = 88.00 Boundary_Top = 66.60 Min_Triangle_Area = .1000 Max_Number_of_Fibers = 3690 # Current drawing window properties - if left out, the default is used. Window_Left = 92.61 Window_Bottom = 44.40 Window_Height = 88.80 End_Builder #--------------------------------------- # Section comments or design log - optional Begin_UserComments User Comments End_UserComments #--------------------------------------- # Shapes and meshes - for shapes within shapes, list outermost shape first. Shape boundaries may not cross. # Points are listed in X Y coordinates separated by a comma preceded by the mode of drawing. # The last point in the sequence of any shape must be the same as the first point to close the shape properly. # Repeat shape Start_Shape - End_Shape command group as needed. Before editing the shape definitions, make sure # the data results in reasonable shapes (ie No lines cross, if a shape is embedded in another shape - # confined within unconfined - the outer shape must be defined first). If the mesh size is defined too # small, an error will be thrown. To allow for smaller mesh sizes, modify the Max_Number_of_Fibers # parameter in the section definition. # Section Shapes Begin_Shape MATERIAL = Unconfined MESH = 3.000 COVER = 2.000 MATERIAL_CORE = Confined Begin_Line -40.00, -27.00 98   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  14/41  40.00, -27.00 40.00, 27.00 -40.00, 27.00 -40.00, -27.00 End_Line End_Shape #--------------------------------------- # Reinforcing bars. Data is given comma separated in the form X, Y, Area, Prestress, Material. Begin_Rebar -33.92, 22.99, 2.250, 0, Gr60 -28.18, 22.99, 2.250, 0, Gr60 -19.59, 22.99, 2.250, 0, Gr60 -14.00, 22.99, 2.250, 0, Gr60 -8.390, 22.99, 2.250, 0, Gr60 -2.820, 22.99, 2.250, 0, Gr60 2.770, 22.99, 2.250, 0, Gr60 8.390, 22.99, 2.250, 0, Gr60 13.95, 22.99, 2.250, 0, Gr60 19.55, 22.99, 2.250, 0, Gr60 28.41, 22.99, 2.250, 0, Gr60 33.88, 22.99, 2.250, 0, Gr60 -36.42, 12.11, .7854, 0, Gr60 -36.42, 1.230, .7854, 0, Gr60 -17.12, 12.11, .7854, 0, Gr60 -17.12, 1.230, .7854, 0, Gr60 36.42, 12.11, .7854, 0, Gr60 36.42, 1.230, .7854, 0, Gr60 17.12, 12.11, .7854, 0, Gr60 17.12, 1.230, .7854, 0, Gr60 -33.92, -9.980, 2.250, 0, Gr60 -28.18, -9.980, 2.250, 0, Gr60 -19.59, -9.980, 2.250, 0, Gr60 -14.00, -9.980, 2.250, 0, Gr60 -8.390, -9.980, 2.250, 0, Gr60 -2.820, -9.980, 2.250, 0, Gr60 2.770, -9.980, 2.250, 0, Gr60 8.390, -9.980, 2.250, 0, Gr60 13.95, -9.980, 2.250, 0, Gr60 19.55, -9.980, 2.250, 0, Gr60 28.41, -9.980, 2.250, 0, Gr60 33.88, -9.980, 2.250, 0, Gr60 -34.16, -23.22, 1.267, 0, Gr60 -28.68, -23.22, 1.267, 0, Gr60 -22.95, -23.22, 1.267, 0, Gr60 -17.50, -23.22, 1.267, 0, Gr60 -10.32, -23.22, 1.267, 0, Gr60 -3.590, -23.22, 1.267, 0, Gr60 3.590, -23.22, 1.267, 0, Gr60 10.32, -23.22, 1.267, 0, Gr60 17.50, -23.22, 1.267, 0, Gr60 22.55, -23.22, 1.267, 0, Gr60 28.68, -23.22, 1.267, 0, Gr60 99   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  15/41  34.16, -23.22, 1.267, 0, Gr60 -34.16, -21.82, 1.267, 0, Gr60 -28.68, -21.82, 1.267, 0, Gr60 -22.95, -21.82, 1.267, 0, Gr60 -17.50, -21.82, 1.267, 0, Gr60 -10.32, -21.82, 1.267, 0, Gr60 -3.590, -21.82, 1.267, 0, Gr60 3.590, -21.82, 1.267, 0, Gr60 10.32, -21.82, 1.267, 0, Gr60 17.50, -21.82, 1.267, 0, Gr60 22.55, -21.82, 1.267, 0, Gr60 28.68, -21.82, 1.267, 0, Gr60 34.16, -21.82, 1.267, 0, Gr60 End_Rebar #--------------------------------------- # Define the loading data, choose Moment Curvature, Capacity Orbit, or PM Interaction for loading type. # Required data not defined here is taken from default values. Begin_Loading NAME = 0 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 0 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains 100   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  16/41  End_Loading #--------------------------------------- Begin_Loading NAME = 10 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 10 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 20 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 20 101   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  17/41  Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 30 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 30 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the 102   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  18/41  # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 40 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 40 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 50 TYPE = PM Interaction Include_Graph = False Include_Animation = False 103   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  19/41  N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 50 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 60 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 60 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. 104   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  20/41  # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 70 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 70 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading 105   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  21/41  NAME = 80 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 80 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 90 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 90 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 106   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  22/41  AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains Unconfined, -0.003, 1 Confined, -0.003413, 1 Gr60, -0.008, 0.008 End_LimitStrains End_Loading #--------------------------------------- End_Section #--------------------------------------- # Begin section definition. Begin_Section Begin_Builder NAME = Inside Face Expected # Builder properties - boundary window - if left out, the default is used. Boundary_Bottom = -66.60 Boundary_Left = -88.00 Boundary_Right = 88.00 Boundary_Top = 66.60 Min_Triangle_Area = .1000 Max_Number_of_Fibers = 3690 # Current drawing window properties - if left out, the default is used. Window_Left = 105.1 Window_Bottom = 50.40 Window_Height = 100.8 End_Builder #--------------------------------------- # Section comments or design log - optional Begin_UserComments User Comments End_UserComments #--------------------------------------- # Shapes and meshes - for shapes within shapes, list outermost shape first. Shape boundaries may not cross. 107   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  23/41  # Points are listed in X Y coordinates separated by a comma preceded by the mode of drawing. # The last point in the sequence of any shape must be the same as the first point to close the shape properly. # Repeat shape Start_Shape - End_Shape command group as needed. Before editing the shape definitions, make sure # the data results in reasonable shapes (ie No lines cross, if a shape is embedded in another shape - # confined within unconfined - the outer shape must be defined first). If the mesh size is defined too # small, an error will be thrown. To allow for smaller mesh sizes, modify the Max_Number_of_Fibers # parameter in the section definition. # Section Shapes Begin_Shape MATERIAL = UnconfinedExp MESH = 3.000 COVER = 2.000 MATERIAL_CORE = ConfinedExp Begin_Line -40.00, -42.00 40.00, -42.00 40.00, 42.00 -40.00, 42.00 -40.00, -42.00 End_Line End_Shape #--------------------------------------- # Reinforcing bars. Data is given comma separated in the form X, Y, Area, Prestress, Material. Begin_Rebar -33.92, 37.97, 2.250, 0, Gr60Exp -28.18, 37.97, 2.250, 0, Gr60Exp -19.59, 37.97, 2.250, 0, Gr60Exp -14.00, 37.97, 2.250, 0, Gr60Exp -8.390, 37.97, 2.250, 0, Gr60Exp -2.820, 37.97, 2.250, 0, Gr60Exp 2.770, 37.97, 2.250, 0, Gr60Exp 8.390, 37.97, 2.250, 0, Gr60Exp 13.95, 37.97, 2.250, 0, Gr60Exp 19.55, 37.97, 2.250, 0, Gr60Exp 28.41, 37.97, 2.250, 0, Gr60Exp 33.88, 37.97, 2.250, 0, Gr60Exp -33.92, 5.000, 2.250, 0, Gr60Exp -28.18, 5.000, 2.250, 0, Gr60Exp -19.59, 5.000, 2.250, 0, Gr60Exp -14.00, 5.000, 2.250, 0, Gr60Exp -8.390, 5.000, 2.250, 0, Gr60Exp -2.820, 5.000, 2.250, 0, Gr60Exp 2.770, 5.000, 2.250, 0, Gr60Exp 8.390, 5.000, 2.250, 0, Gr60Exp 13.95, 5.000, 2.250, 0, Gr60Exp 108   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  24/41  19.55, 5.000, 2.250, 0, Gr60Exp 28.41, 5.000, 2.250, 0, Gr60Exp 33.88, 5.000, 2.250, 0, Gr60Exp -36.42, 27.08, .7854, 0, Gr60Exp -36.42, 16.20, .7854, 0, Gr60Exp -36.42, -5.550, .7854, 0, Gr60Exp -36.42, -16.43, .7854, 0, Gr60Exp -36.42, -27.32, .7854, 0, Gr60Exp -17.12, 27.08, .7854, 0, Gr60Exp -17.12, 16.20, .7854, 0, Gr60Exp -17.12, -5.550, .7854, 0, Gr60Exp -17.12, -16.43, .7854, 0, Gr60Exp -17.12, -27.32, .7854, 0, Gr60Exp 36.42, 27.32, .7854, 0, Gr60Exp 36.42, 16.20, .7854, 0, Gr60Exp 36.42, -5.550, .7854, 0, Gr60Exp 36.42, -16.43, .7854, 0, Gr60Exp 36.42, -27.32, .7854, 0, Gr60Exp 17.12, 27.08, .7854, 0, Gr60Exp 17.12, 16.20, .7854, 0, Gr60Exp 17.12, -5.550, .7854, 0, Gr60Exp 17.12, -16.43, .7854, 0, Gr60Exp 17.12, -27.32, .7854, 0, Gr60Exp -34.16, -38.20, 1.267, 0, Gr60Exp -28.68, -38.20, 1.267, 0, Gr60Exp -22.95, -38.20, 1.267, 0, Gr60Exp -17.50, -38.20, 1.267, 0, Gr60Exp -10.32, -38.20, 1.267, 0, Gr60Exp -3.590, -38.20, 1.267, 0, Gr60Exp 3.590, -38.20, 1.267, 0, Gr60Exp 10.32, -38.20, 1.267, 0, Gr60Exp 17.50, -38.20, 1.267, 0, Gr60Exp 22.55, -38.20, 1.267, 0, Gr60Exp 28.68, -38.20, 1.267, 0, Gr60Exp 34.16, -38.20, 1.267, 0, Gr60Exp -34.16, -36.93, 1.267, 0, Gr60Exp -28.68, -36.93, 1.267, 0, Gr60Exp -22.95, -36.93, 1.267, 0, Gr60Exp -17.50, -36.93, 1.267, 0, Gr60Exp -10.32, -36.93, 1.267, 0, Gr60Exp -3.590, -36.93, 1.267, 0, Gr60Exp 3.590, -36.93, 1.267, 0, Gr60Exp 10.32, -36.93, 1.267, 0, Gr60Exp 17.50, -36.93, 1.267, 0, Gr60Exp 22.55, -36.93, 1.267, 0, Gr60Exp 28.68, -36.93, 1.267, 0, Gr60Exp 34.16, -36.93, 1.267, 0, Gr60Exp End_Rebar #--------------------------------------- # Define the loading data, choose Moment Curvature, Capacity Orbit, or PM Interaction for loading type. # Required data not defined here is taken from default values. Begin_Loading 109   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  25/41  NAME = 10 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 10 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 20 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 20 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 110   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  26/41  AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 30 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 30 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 111   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  27/41  Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 40 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 40 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 50 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True 112   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  28/41  Angle_of_Loading = 50 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 60 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 60 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. 113   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  29/41  # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 70 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 70 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 80 TYPE = PM Interaction 114   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  30/41  Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 80 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 90 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 90 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 115   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  31/41  # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 0 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 0 Axial0 = 0.5 Axial1 = 0.51 Axial_Cap = 0.9999 AxialR0 = 0.9999 AxialR1 = 0.9999 Moment0 = 0.9999 Moment1 = 0.9999 Moment2 = 0.9999 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- 116   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  32/41  End_Section #--------------------------------------- # Begin section definition. Begin_Section Begin_Builder NAME = Midspan Expected # Builder properties - boundary window - if left out, the default is used. Boundary_Bottom = -66.60 Boundary_Left = -88.00 Boundary_Right = 88.00 Boundary_Top = 66.60 Min_Triangle_Area = .1000 Max_Number_of_Fibers = 3690 # Current drawing window properties - if left out, the default is used. Window_Left = 92.61 Window_Bottom = 44.40 Window_Height = 88.80 End_Builder #--------------------------------------- # Section comments or design log - optional Begin_UserComments User Comments End_UserComments #--------------------------------------- # Shapes and meshes - for shapes within shapes, list outermost shape first. Shape boundaries may not cross. # Points are listed in X Y coordinates separated by a comma preceded by the mode of drawing. # The last point in the sequence of any shape must be the same as the first point to close the shape properly. # Repeat shape Start_Shape - End_Shape command group as needed. Before editing the shape definitions, make sure # the data results in reasonable shapes (ie No lines cross, if a shape is embedded in another shape - # confined within unconfined - the outer shape must be defined first). If the mesh size is defined too # small, an error will be thrown. To allow for smaller mesh sizes, modify the Max_Number_of_Fibers # parameter in the section definition. # Section Shapes Begin_Shape MATERIAL = UnconfinedExp MESH = 3.000 COVER = 2.000 MATERIAL_CORE = ConfinedExp 117   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  33/41  Begin_Line -40.00, -27.00 40.00, -27.00 40.00, 27.00 -40.00, 27.00 -40.00, -27.00 End_Line End_Shape #--------------------------------------- # Reinforcing bars. Data is given comma separated in the form X, Y, Area, Prestress, Material. Begin_Rebar -33.92, 22.99, 2.250, 0, Gr60Exp -28.18, 22.99, 2.250, 0, Gr60Exp -19.59, 22.99, 2.250, 0, Gr60Exp -14.00, 22.99, 2.250, 0, Gr60Exp -8.390, 22.99, 2.250, 0, Gr60Exp -2.820, 22.99, 2.250, 0, Gr60Exp 2.770, 22.99, 2.250, 0, Gr60Exp 8.390, 22.99, 2.250, 0, Gr60Exp 13.95, 22.99, 2.250, 0, Gr60Exp 19.55, 22.99, 2.250, 0, Gr60Exp 28.41, 22.99, 2.250, 0, Gr60Exp 33.88, 22.99, 2.250, 0, Gr60Exp -36.42, 12.11, .7854, 0, Gr60Exp -36.42, 1.230, .7854, 0, Gr60Exp -17.12, 12.11, .7854, 0, Gr60Exp -17.12, 1.230, .7854, 0, Gr60Exp 36.42, 12.11, .7854, 0, Gr60Exp 36.42, 1.230, .7854, 0, Gr60Exp 17.12, 12.11, .7854, 0, Gr60Exp 17.12, 1.230, .7854, 0, Gr60Exp -33.92, -9.980, 2.250, 0, Gr60Exp -28.18, -9.980, 2.250, 0, Gr60Exp -19.59, -9.980, 2.250, 0, Gr60Exp -14.00, -9.980, 2.250, 0, Gr60Exp -8.390, -9.980, 2.250, 0, Gr60Exp -2.820, -9.980, 2.250, 0, Gr60Exp 2.770, -9.980, 2.250, 0, Gr60Exp 8.390, -9.980, 2.250, 0, Gr60Exp 13.95, -9.980, 2.250, 0, Gr60Exp 19.55, -9.980, 2.250, 0, Gr60Exp 28.41, -9.980, 2.250, 0, Gr60Exp 33.88, -9.980, 2.250, 0, Gr60Exp -34.16, -23.22, 1.267, 0, Gr60Exp -28.68, -23.22, 1.267, 0, Gr60Exp -22.95, -23.22, 1.267, 0, Gr60Exp -17.50, -23.22, 1.267, 0, Gr60Exp -10.32, -23.22, 1.267, 0, Gr60Exp -3.590, -23.22, 1.267, 0, Gr60Exp 3.590, -23.22, 1.267, 0, Gr60Exp 10.32, -23.22, 1.267, 0, Gr60Exp 17.50, -23.22, 1.267, 0, Gr60Exp 118   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  34/41  22.55, -23.22, 1.267, 0, Gr60Exp 28.68, -23.22, 1.267, 0, Gr60Exp 34.16, -23.22, 1.267, 0, Gr60Exp -34.16, -21.82, 1.267, 0, Gr60Exp -28.68, -21.82, 1.267, 0, Gr60Exp -22.95, -21.82, 1.267, 0, Gr60Exp -17.50, -21.82, 1.267, 0, Gr60Exp -10.32, -21.82, 1.267, 0, Gr60Exp -3.590, -21.82, 1.267, 0, Gr60Exp 3.590, -21.82, 1.267, 0, Gr60Exp 10.32, -21.82, 1.267, 0, Gr60Exp 17.50, -21.82, 1.267, 0, Gr60Exp 22.55, -21.82, 1.267, 0, Gr60Exp 28.68, -21.82, 1.267, 0, Gr60Exp 34.16, -21.82, 1.267, 0, Gr60Exp End_Rebar #--------------------------------------- # Define the loading data, choose Moment Curvature, Capacity Orbit, or PM Interaction for loading type. # Required data not defined here is taken from default values. Begin_Loading NAME = 0 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 0 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 119   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  35/41  Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 10 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 10 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 20 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True 120   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  36/41  Angle_of_Loading = 20 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 30 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 30 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. 121   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  37/41  # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 40 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 40 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 50 TYPE = PM Interaction 122   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  38/41  Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 50 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 60 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 60 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 123   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  39/41  # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 70 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 70 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- 124   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  40/41  Begin_Loading NAME = 80 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 80 Axial0 = 0 Axial1 = 0 Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- Begin_Loading NAME = 90 TYPE = PM Interaction Include_Graph = False Include_Animation = False N_PM_Points = 100 Generate_Code_PM_Diagram = True Include_PM_Curve_Fit = True Angle_of_Loading = 90 Axial0 = 0 Axial1 = 0 125   Sellwood Willamette River Bridge             Bent Cap Design    100% Calculation Book        XTRACT Input  Bent 1, 4_Cap Beam x  5/25/2012  41/41  Axial_Cap = 0 AxialR0 = 0 AxialR1 = 0 Moment0 = 0 Moment1 = 0 Moment2 = 0 # Limit Strains for PM Loading. # Negative strains are compression. The default PM minimum and maximum strain limits # are used if data is not given for materials in the section. # Data is given comma separated in the form Material, Minimum Stain, Maximum Strain between the # Begin_LimitStrains and End_LimitStrains command. Begin_LimitStrains UnconfinedExp, -0.003, 1 ConfinedExp, -0.003413, 1 Gr60Exp, -0.01, 0.01 End_LimitStrains End_Loading #--------------------------------------- End_Section #--------------------------------------- 126 127 EKristof Text Box Bent Cap Beams Strut-and-Tie 128 129 130   Sellwood Willamette River Bridge  100% Calculation Book   Bent Cap Member Design Bent 1: 500yr RSA Demands Notes Maxima/Minima Post‐processed demands include moment magnification and bearing friction effects (if applicable) Pu Vuy Vuz Mux Muy Muz Torsional shears are reported separately k k k kip‐ft kip‐ft kip‐ft Demands do not include any force reduction factors (R‐values) used in member design max 1405 220 738 161 9185 1873 Seismic demands do not include a 1.2 factor min ‐3037 ‐220 ‐698 ‐164 ‐8552 ‐1868 Negative (‐) axial force is compression max 338 243 738 161 9147 1481 Positive (+) Mz is compression at the top of the member min ‐2346 ‐243 ‐698 ‐164 ‐8517 ‐1485 max 317 243 707 167 8507 1482 min ‐2366 ‐243 ‐729 ‐164 ‐9046 ‐1486 max 1429 220 707 167 8507 1873 min ‐3024 ‐219 ‐729 ‐164 ‐9082 ‐1869 Connection Demands m e m b e r  n a m e lo ca ti o n  o f  lo a d  p o in t  re la ti v e  t o    b e g in n in g   o f  m e m b e r e le m e n t  le n g th LA R S A  e le m e n t  ID p o in t  in d ic a ti o n ;  0  f o r  b e g in n in g ,  1  f o r  e n d lo a d  t y p e  ( e .g .,   1 0 0 0 Y R ,  5 0 0 Y R ,  S T R ,  S E R V ,  E E 2 ) a xi a l  d e m a n d   (n e g a ti v e  f o r  co m p re ss io n ) sh e a r  d e m a n d  i n  y ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) sh e a r  d e m a n d  i n  z ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) m o m e n t  d e m a n d   a b o u t  x‐ a xi s  (t o rs io n ) m o m e n t  d e m a n d   a b o u t  y ‐a xi s m o m e n t  d e m a n d   a b o u t  z‐ a xi s ft ft k k k kip‐ft kip‐ft kip‐ft Location Description Load Combination Member Location Length Element  ID Point Load Type Pu Vuy Vuz Mux Muy Muz Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR ‐44 205 ‐235 154 ‐2933 1673 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR ‐44 205 ‐235 154 ‐2933 ‐1669 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR ‐1551 205 ‐235 154 ‐2960 1755 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR ‐1551 205 ‐235 154 ‐2960 ‐1751 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR 1429 113 ‐729 97 ‐8918 882 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR 1429 113 ‐729 97 ‐8918 ‐878 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR ‐3024 113 ‐729 97 ‐9082 973 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR ‐3024 113 ‐729 97 ‐9082 ‐969 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR ‐44 205 213 154 2522 1673 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR ‐1551 ‐204 ‐235 ‐151 ‐2960 ‐1751 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR 1429 113 707 97 8507 882 Bent Columns; Bent 1A Top BentColumns_500YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR ‐3024 ‐113 ‐729 ‐94 ‐9082 ‐969 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR ‐140 220 ‐205 167 ‐2571 1796 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR ‐140 220 ‐205 167 ‐2571 ‐1793 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR ‐1460 220 ‐205 167 ‐2592 1873 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR ‐1460 220 ‐205 167 ‐2592 ‐1869 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR 1120 120 ‐628 107 ‐7684 929 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR 1120 120 ‐628 107 ‐7684 ‐925 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 500YR ‐2719 120 ‐628 107 ‐7811 1014 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 500YR ‐2719 120 ‐628 107 ‐7811 ‐1010 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR ‐140 220 182 167 2150 1796 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR ‐1460 ‐219 ‐205 ‐164 ‐2592 ‐1869 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR 1120 120 605 107 7263 929 Bent Columns; Bent 1A Top BentColumns_500YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1A 26.58 2.64 447 1 500YR ‐2719 ‐119 ‐628 ‐104 ‐7811 ‐1010 Column  1N‐N Column  1N‐S Column  1S‐N Column  1S‐S Load Point Load Data Post‐Processed Demands (w/. Brg. Fr. & Mom. Mag.) Bent Column Connection Demands (7.1).xlsx 5/25/2012 1 / 6 131   Sellwood Willamette River Bridge  100% Calculation Book   Bent Cap Member Design Bent 1: 500yr RSA Demands Connection Demands m e m b e r  n a m e lo ca ti o n  o f  lo a d  p o in t  re la ti v e  t o    b e g in n in g   o f  m e m b e r e le m e n t  le n g th LA R S A  e le m e n t  ID p o in t  in d ic a ti o n ;  0  f o r  b e g in n in g ,  1  f o r  e n d lo a d  t y p e  ( e .g .,   1 0 0 0 Y R ,  5 0 0 Y R ,  S T R ,  S E R V ,  E E 2 ) a xi a l  d e m a n d   (n e g a ti v e  f o r  co m p re ss io n ) sh e a r  d e m a n d  i n  y ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) sh e a r  d e m a n d  i n  z ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) m o m e n t  d e m a n d   a b o u t  x‐ a xi s  (t o rs io n ) m o m e n t  d e m a n d   a b o u t  y ‐a xi s m o m e n t  d e m a n d   a b o u t  z‐ a xi s ft ft k k k kip‐ft kip‐ft kip‐ft Location Description Load Combination Member Location Length Element  ID Point Load Type Pu Vuy Vuz Mux Muy Muz Load Point Load Data Post‐Processed Demands (w/. Brg. Fr. & Mom. Mag.) Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR ‐505 ‐226 ‐235 154 ‐2941 1346 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR ‐505 ‐226 ‐235 154 ‐2941 ‐1350 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR ‐1543 ‐226 ‐235 154 ‐2960 1391 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR ‐1543 ‐226 ‐235 154 ‐2960 ‐1396 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR 317 ‐111 ‐729 97 ‐8918 742 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR 317 ‐111 ‐729 97 ‐8918 ‐746 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR ‐2366 ‐111 ‐729 97 ‐9046 800 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR ‐2366 ‐111 ‐729 97 ‐9046 ‐805 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR ‐505 226 213 154 2529 1346 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR ‐1543 ‐226 ‐235 ‐151 ‐2960 ‐1396 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR 317 111 707 97 8507 742 Bent Columns; Bent 1B Top BentColumns_500YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR ‐2366 ‐111 ‐729 ‐94 ‐9046 ‐805 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR ‐563 ‐243 ‐205 167 ‐2578 1438 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR ‐563 ‐243 ‐205 167 ‐2578 ‐1443 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR ‐1487 ‐243 ‐205 167 ‐2592 1482 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR ‐1487 ‐243 ‐205 167 ‐2592 ‐1486 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR 131 ‐117 ‐628 107 ‐7684 774 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR 131 ‐117 ‐628 107 ‐7684 ‐778 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 500YR ‐2181 ‐117 ‐628 107 ‐7786 830 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 500YR ‐2181 ‐117 ‐628 107 ‐7786 ‐834 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR ‐563 243 182 167 2155 1438 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR ‐1487 ‐243 ‐205 ‐164 ‐2592 ‐1486 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR 131 117 605 107 7263 774 Bent Columns; Bent 1B Top BentColumns_500YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1B 26.58 2.64 457 1 500YR ‐2181 ‐117 ‐628 ‐104 ‐7786 ‐834 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR ‐477 ‐227 242 ‐149 3019 1347 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR ‐477 ‐227 242 ‐149 3019 ‐1351 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR ‐1530 ‐227 242 ‐149 3039 1393 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR ‐1530 ‐227 242 ‐149 3039 ‐1397 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR 338 ‐110 738 ‐97 9018 737 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR 338 ‐110 738 ‐97 9018 ‐741 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR ‐2346 ‐110 738 ‐97 9147 795 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR ‐2346 ‐110 738 ‐97 9147 ‐799 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR ‐477 226 242 145 3019 1347 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR ‐1530 ‐227 ‐202 ‐149 ‐2411 ‐1397 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR 338 110 738 94 9018 737 Bent Columns; Bent 1C Top BentColumns_500YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR ‐2346 ‐110 ‐698 ‐97 ‐8517 ‐799 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR ‐539 ‐243 213 ‐164 2663 1437 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR ‐539 ‐243 213 ‐164 2663 ‐1442 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR ‐1473 ‐243 213 ‐164 2679 1481 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR ‐1473 ‐243 213 ‐164 2679 ‐1485 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR 149 ‐116 636 ‐108 7781 769 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR 149 ‐116 636 ‐108 7781 ‐773 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 500YR ‐2160 ‐116 636 ‐108 7883 824 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 500YR ‐2160 ‐116 636 ‐108 7883 ‐828 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR ‐539 243 213 161 2663 1437 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR ‐1473 ‐243 ‐173 ‐164 ‐2059 ‐1485 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR 149 116 636 104 7781 769 Bent Columns; Bent 1C Top BentColumns_500YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1C 26.58 2.64 467 1 500YR ‐2160 ‐116 ‐597 ‐108 ‐7261 ‐828 Bent Column Connection Demands (7.1).xlsx 5/25/2012 2 / 6 132   Sellwood Willamette River Bridge  100% Calculation Book   Bent Cap Member Design Bent 1: 500yr RSA Demands Connection Demands m e m b e r  n a m e lo ca ti o n  o f  lo a d  p o in t  re la ti v e  t o    b e g in n in g   o f  m e m b e r e le m e n t  le n g th LA R S A  e le m e n t  ID p o in t  in d ic a ti o n ;  0  f o r  b e g in n in g ,  1  f o r  e n d lo a d  t y p e  ( e .g .,   1 0 0 0 Y R ,  5 0 0 Y R ,  S T R ,  S E R V ,  E E 2 ) a xi a l  d e m a n d   (n e g a ti v e  f o r  co m p re ss io n ) sh e a r  d e m a n d  i n  y ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) sh e a r  d e m a n d  i n  z ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) m o m e n t  d e m a n d   a b o u t  x‐ a xi s  (t o rs io n ) m o m e n t  d e m a n d   a b o u t  y ‐a xi s m o m e n t  d e m a n d   a b o u t  z‐ a xi s ft ft k k k kip‐ft kip‐ft kip‐ft Location Description Load Combination Member Location Length Element  ID Point Load Type Pu Vuy Vuz Mux Muy Muz Load Point Load Data Post‐Processed Demands (w/. Brg. Fr. & Mom. Mag.) Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR ‐78 206 242 ‐149 3012 1669 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR ‐78 206 242 ‐149 3012 ‐1665 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR ‐1554 206 242 ‐149 3039 1750 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR ‐1554 206 242 ‐149 3039 ‐1745 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR 1405 113 738 ‐97 9018 890 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR 1405 113 738 ‐97 9018 ‐885 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR ‐3037 113 738 ‐97 9185 983 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR ‐3037 113 738 ‐97 9185 ‐978 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR ‐78 206 242 145 3012 1669 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR ‐1554 ‐206 ‐202 ‐149 ‐2412 ‐1745 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR 1405 113 738 94 9018 890 Bent Columns; Bent 1D Top BentColumns_500YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR ‐3037 ‐113 ‐698 ‐97 ‐8552 ‐978 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR ‐167 220 213 ‐164 2658 1797 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR ‐167 220 213 ‐164 2658 ‐1792 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR ‐1465 220 213 ‐164 2678 1873 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR ‐1465 220 213 ‐164 2678 ‐1868 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR 1101 119 636 ‐108 7781 938 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR 1101 119 636 ‐108 7781 ‐933 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 500YR ‐2733 119 636 ‐108 7911 1025 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 500YR ‐2733 119 636 ‐108 7911 ‐1020 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR ‐167 220 213 161 2658 1797 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR ‐1465 ‐220 ‐173 ‐164 ‐2059 ‐1868 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR 1101 119 636 104 7781 938 Bent Columns; Bent 1D Top BentColumns_500YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1D 26.58 2.64 477 1 500YR ‐2733 ‐119 ‐597 ‐108 ‐7287 ‐1020 Bent Column Connection Demands (7.1).xlsx 5/25/2012 3 / 6 133   Sellwood Willamette River Bridge  100% Calculation Book   Bent Cap Member Design Bent 1: 1000yr RSA Demands Notes Maxima/Minima Post‐processed demands include moment magnification and bearing friction effects (if applicable) Pu Vuy Vuz Mux Muy Muz Torsional shears are reported separately k k k kip‐ft kip‐ft kip‐ft Demands do not include any force reduction factors (R‐values) used in member design max 1804 274 862 216 10744 2348 Seismic demands do not include a 1.2 factor min ‐3436 ‐274 ‐822 ‐220 ‐10110 ‐2343 Negative (‐) axial force is compression max 569 304 862 216 10688 1821 Positive (+) Mz is compression at the top of the member min ‐2576 ‐304 ‐822 ‐220 ‐10057 ‐1825 max 550 305 831 220 10006 1825 min ‐2598 ‐305 ‐853 ‐217 ‐10581 ‐1829 max 1826 274 831 220 10006 2344 min ‐3421 ‐274 ‐853 ‐217 ‐10634 ‐2340 Connection Demands m e m b e r  n a m e lo ca ti o n  o f  lo a d  p o in t  re la ti v e  t o    b e g in n in g   o f  m e m b e r e le m e n t  le n g th LA R S A  e le m e n t  ID p o in t  in d ic a ti o n ;  0  f o r  b e g in n in g ,  1  f o r  e n d lo a d  t y p e  ( e .g .,   1 0 0 0 Y R ,  5 0 0 Y R ,  S T R ,  S E R V ,  E E 2 ) a xi a l  d e m a n d   (n e g a ti v e  f o r  co m p re ss io n ) sh e a r  d e m a n d  i n  y ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) sh e a r  d e m a n d  i n  z ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) m o m e n t  d e m a n d   a b o u t  x‐ a xi s  (t o rs io n ) m o m e n t  d e m a n d   a b o u t  y ‐a xi s m o m e n t  d e m a n d   a b o u t  z‐ a xi s ft ft k k k kip‐ft kip‐ft kip‐ft Location Description Load Combination Member Location Length Element  ID Point Load Type Pu Vuy Vuz Mux Muy Muz Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR 92 252 ‐274 201 ‐3403 2050 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR 92 252 ‐274 201 ‐3403 ‐2047 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR ‐1687 252 ‐274 201 ‐3437 2164 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR ‐1687 252 ‐274 201 ‐3437 ‐2160 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR 1826 134 ‐853 132 ‐10416 1029 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR 1826 134 ‐853 132 ‐10416 ‐1025 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR ‐3421 134 ‐853 132 ‐10634 1151 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR ‐3421 134 ‐853 132 ‐10634 ‐1147 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR 92 252 252 201 2992 2050 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR ‐1687 ‐252 ‐274 ‐198 ‐3437 ‐2160 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR 1826 134 831 132 10006 1029 Bent Columns; Bent 1A Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR ‐3421 ‐134 ‐853 ‐129 ‐10634 ‐1147 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR ‐4 274 ‐242 220 ‐3020 2228 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR ‐4 274 ‐242 220 ‐3020 ‐2224 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR ‐1595 274 ‐242 220 ‐3049 2344 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR ‐1595 274 ‐242 220 ‐3049 ‐2340 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR 1493 143 ‐743 145 ‐9071 1094 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR 1493 143 ‐743 145 ‐9071 ‐1090 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1A 26.58 2.64 447 1 1000YR ‐3092 143 ‐743 145 ‐9242 1210 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1A 26.58 2.64 447 1 1000YR ‐3092 143 ‐743 145 ‐9242 ‐1206 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR ‐4 274 219 220 2597 2228 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR ‐1595 ‐274 ‐242 ‐217 ‐3049 ‐2340 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR 1493 143 719 145 8649 1094 Bent Columns; Bent 1A Top BentColumns_1000YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1A 26.58 2.64 447 1 1000YR ‐3092 ‐143 ‐743 ‐142 ‐9242 ‐1206 Column  1S‐S Column  1S‐N Column  1N‐S Column  1N‐N Load Point Load Data Post‐Processed Demands (w/. Brg. Fr. & Mom. Mag.) Bent Column Connection Demands (7.1).xlsx 5/25/2012 4 / 6 134   Sellwood Willamette River Bridge  100% Calculation Book   Bent Cap Member Design Bent 1: 1000yr RSA Demands Connection Demands m e m b e r  n a m e lo ca ti o n  o f  lo a d  p o in t  re la ti v e  t o    b e g in n in g   o f  m e m b e r e le m e n t  le n g th LA R S A  e le m e n t  ID p o in t  in d ic a ti o n ;  0  f o r  b e g in n in g ,  1  f o r  e n d lo a d  t y p e  ( e .g .,   1 0 0 0 Y R ,  5 0 0 Y R ,  S T R ,  S E R V ,  E E 2 ) a xi a l  d e m a n d   (n e g a ti v e  f o r  co m p re ss io n ) sh e a r  d e m a n d  i n  y ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) sh e a r  d e m a n d  i n  z ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) m o m e n t  d e m a n d   a b o u t  x‐ a xi s  (t o rs io n ) m o m e n t  d e m a n d   a b o u t  y ‐a xi s m o m e n t  d e m a n d   a b o u t  z‐ a xi s ft ft k k k kip‐ft kip‐ft kip‐ft Location Description Load Combination Member Location Length Element  ID Point Load Type Pu Vuy Vuz Mux Muy Muz Load Point Load Data Post‐Processed Demands (w/. Brg. Fr. & Mom. Mag.) Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR ‐410 ‐280 ‐274 201 ‐3411 1624 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR ‐410 ‐280 ‐274 201 ‐3411 ‐1628 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR ‐1638 ‐280 ‐274 201 ‐3436 1689 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR ‐1638 ‐280 ‐274 201 ‐3436 ‐1694 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR 550 ‐130 ‐853 132 ‐10416 847 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR 550 ‐130 ‐853 132 ‐10416 ‐851 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR ‐2598 ‐130 ‐853 132 ‐10581 921 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR ‐2598 ‐130 ‐853 132 ‐10581 ‐926 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR ‐410 280 252 201 2999 1624 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR ‐1638 ‐280 ‐274 ‐198 ‐3436 ‐1694 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR 550 130 831 132 10006 847 Bent Columns; Bent 1B Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR ‐2598 ‐130 ‐853 ‐129 ‐10581 ‐926 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR ‐477 ‐305 ‐242 220 ‐3028 1762 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR ‐477 ‐305 ‐242 220 ‐3028 ‐1766 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR ‐1572 ‐305 ‐242 220 ‐3048 1825 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR ‐1572 ‐305 ‐242 220 ‐3048 ‐1829 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR 346 ‐139 ‐743 145 ‐9071 895 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR 346 ‐139 ‐743 145 ‐9071 ‐899 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1B 26.58 2.64 457 1 1000YR ‐2395 ‐139 ‐743 145 ‐9203 966 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1B 26.58 2.64 457 1 1000YR ‐2395 ‐139 ‐743 145 ‐9203 ‐971 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR ‐477 305 219 220 2605 1762 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR ‐1572 ‐305 ‐242 ‐217 ‐3048 ‐1829 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR 346 139 719 145 8649 895 Bent Columns; Bent 1B Top BentColumns_1000YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1B 26.58 2.64 457 1 1000YR ‐2395 ‐139 ‐743 ‐142 ‐9203 ‐971 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR ‐384 ‐280 282 ‐197 3504 1622 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR ‐384 ‐280 282 ‐197 3504 ‐1627 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR ‐1623 ‐280 282 ‐197 3531 1688 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR ‐1623 ‐280 282 ‐197 3531 ‐1692 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR 569 ‐128 862 ‐135 10523 837 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR 569 ‐128 862 ‐135 10523 ‐841 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR ‐2576 ‐128 862 ‐135 10688 909 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR ‐2576 ‐128 862 ‐135 10688 ‐914 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR ‐384 279 282 194 3504 1622 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR ‐1623 ‐280 ‐242 ‐197 ‐2903 ‐1692 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR 569 128 862 131 10523 837 Bent Columns; Bent 1C Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR ‐2576 ‐128 ‐822 ‐135 ‐10057 ‐914 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR ‐446 ‐304 249 ‐220 3098 1756 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR ‐446 ‐304 249 ‐220 3098 ‐1761 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR ‐1565 ‐304 249 ‐220 3119 1821 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR ‐1565 ‐304 249 ‐220 3119 ‐1825 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR 364 ‐136 750 ‐149 9164 881 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR 364 ‐136 750 ‐149 9164 ‐885 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1C 26.58 2.64 467 1 1000YR ‐2375 ‐136 750 ‐149 9296 951 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1C 26.58 2.64 467 1 1000YR ‐2375 ‐136 750 ‐149 9296 ‐956 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR ‐446 304 249 216 3098 1756 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR ‐1565 ‐304 ‐210 ‐220 ‐2501 ‐1825 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR 364 136 750 145 9164 881 Bent Columns; Bent 1C Top BentColumns_1000YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1C 26.58 2.64 467 1 1000YR ‐2375 ‐136 ‐711 ‐149 ‐8675 ‐956 Bent Column Connection Demands (7.1).xlsx 5/25/2012 5 / 6 135   Sellwood Willamette River Bridge  100% Calculation Book   Bent Cap Member Design Bent 1: 1000yr RSA Demands Connection Demands m e m b e r  n a m e lo ca ti o n  o f  lo a d  p o in t  re la ti v e  t o    b e g in n in g   o f  m e m b e r e le m e n t  le n g th LA R S A  e le m e n t  ID p o in t  in d ic a ti o n ;  0  f o r  b e g in n in g ,  1  f o r  e n d lo a d  t y p e  ( e .g .,   1 0 0 0 Y R ,  5 0 0 Y R ,  S T R ,  S E R V ,  E E 2 ) a xi a l  d e m a n d   (n e g a ti v e  f o r  co m p re ss io n ) sh e a r  d e m a n d  i n  y ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) sh e a r  d e m a n d  i n  z ‐ a xi s  (i n cl u d e s  to rs io n a l  sh e a rs ) m o m e n t  d e m a n d   a b o u t  x‐ a xi s  (t o rs io n ) m o m e n t  d e m a n d   a b o u t  y ‐a xi s m o m e n t  d e m a n d   a b o u t  z‐ a xi s ft ft k k k kip‐ft kip‐ft kip‐ft Location Description Load Combination Member Location Length Element  ID Point Load Type Pu Vuy Vuz Mux Muy Muz Load Point Load Data Post‐Processed Demands (w/. Brg. Fr. & Mom. Mag.) Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR 59 253 282 ‐197 3496 2050 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR 59 253 282 ‐197 3496 ‐2045 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR ‐1692 253 282 ‐197 3532 2163 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR ‐1692 253 282 ‐197 3532 ‐2158 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR 1804 133 862 ‐135 10523 1047 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR 1804 133 862 ‐135 10523 ‐1043 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR ‐3436 133 862 ‐135 10744 1172 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR ‐3436 133 862 ‐135 10744 ‐1167 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_A_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR 59 253 282 194 3496 2050 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_B_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR ‐1692 ‐252 ‐242 ‐197 ‐2904 ‐2158 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_C_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR 1804 133 862 131 10523 1047 Bent Columns; Bent 1D Top BentColumns_1000YR_HalfScour_EnvRSA_EQ_D_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR ‐3436 ‐132 ‐822 ‐135 ‐10110 ‐1167 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR ‐45 274 249 ‐220 3091 2236 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR ‐45 274 249 ‐220 3091 ‐2231 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR ‐1586 274 249 ‐220 3120 2348 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(A_Rev7.1\B_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR ‐1586 274 249 ‐220 3120 ‐2343 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR 1472 141 750 ‐149 9164 1117 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐max/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR 1472 141 750 ‐149 9164 ‐1112 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐max) Bent 1D 26.58 2.64 477 1 1000YR ‐3103 141 750 ‐149 9338 1236 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_(C_Rev7.1\D_Rev7.1) (P‐min/Mz‐min) Bent 1D 26.58 2.64 477 1 1000YR ‐3103 141 750 ‐149 9338 ‐1231 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_A_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR ‐45 274 249 216 3091 2236 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_B_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR ‐1586 ‐274 ‐210 ‐220 ‐2502 ‐2343 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_C_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR 1472 141 750 145 9164 1117 Bent Columns; Bent 1D Top BentColumns_1000YR_NoScour_EnvRSA_EQ_D_Rev7.1 Bent 1D 26.58 2.64 477 1 1000YR ‐3103 ‐141 ‐711 ‐149 ‐8714 ‐1231 Bent Column Connection Demands (7.1).xlsx 5/25/2012 6 / 6 136 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐N; 500yr Connection Demands General Bent 1 Top Connection; Column 1N‐N; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z ‐3037 738 9185 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 ‐3037 738 110220 0 0 0.00 ‐0.79 2.77 0.00 +1.98  ' if (+), clamping force has been overcome 821 176 24 0 0 ‐4057 21.34 28.97 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Shear (bolts only)Axial/Moment (bolts + plate)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐738 ‐3037 0 0 0 104069 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐738 ‐3037 0 0 0 104069 check 0 279 0.00 ‐2.03 2.03 0.00 11.15 0.00 87221 96761 79 0.00 0.00 73003 Shear (bolts only)Axial/Moment (bolts + plate) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Force  Centroid Compression Block Coordinates Check Centroid Force  Centroid Centroid Compression Block Coordinates Section PropertiesLocal, Non‐rotated Axes Local, Rotated Axes x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 2.03 31.00 31.00 2.03 2.03 16.51 21.34 ‐4057 78375 0 z ‐2.03 ‐31.00 ‐31.00 ‐2.03 ‐2.03 ‐16.51 ‐21.34 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 235 4926514.4916422 075192 0.00 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 1/16 137 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐N; 500yr Connection Demands Bolt Group (Tension/Shear) max 164.1 0.0 min 0.0 ‐46.1 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s Resolved Bolt Forces SummaryLocal Rotated Local Tension Properties Shear PropertiesGeneral Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 1199 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 600 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 ‐600 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 ‐1199 6 V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐64 13.00 ‐26.00 830 3318 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 1199 7 V 4.909 150 26.00 ‐13.00 13.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐64 13.00 26.00 830 3318 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 ‐1199 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐2.03 ‐26.00 20 3318 ‐128 0 0.00 ‐26.00 0 3318 11.9 ‐46.1 0.0 0.0 0.0 11.9 ‐46.1 24 1199 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐2.03 26.00 20 3318 128 0 0.00 26.00 0 3318 11.9 ‐46.1 0.0 0.0 0.0 11.9 ‐46.1 24 ‐1199 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐15.03 ‐26.00 1108 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 88.0 ‐46.1 0.0 0.0 0.0 88.0 ‐46.1 1322 1199 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐15.03 26.00 1108 3318 128 64 ‐13.00 26.00 830 3318 88.0 ‐46.1 0.0 0.0 0.0 88.0 ‐46.1 1322 ‐1199 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐28.03 ‐26.00 3855 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 164.1 ‐46.1 0.0 0.0 0.0 164.1 ‐46.1 4600 1199 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐28.03 ‐13.00 3855 830 ‐64 128 ‐26.00 ‐13.00 3318 830 164.1 ‐46.1 0.0 0.0 0.0 164.1 ‐46.1 4600 600 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐28.03 0.00 3855 0 0 128 ‐26.00 0.00 3318 0 164.1 ‐46.1 0.0 0.0 0.0 164.1 ‐46.1 4600 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐28.03 13.00 3855 830 64 128 ‐26.00 13.00 3318 830 164.1 ‐46.1 0.0 0.0 0.0 164.1 ‐46.1 4600 ‐600 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐28.03 26.00 3855 3318 128 128 ‐26.00 26.00 3318 3318 164.1 ‐46.1 0.0 0.0 0.0 164.1 ‐46.1 4600 ‐1199 17 T+V 0.00 0.00 0.00 0.00 ‐2.03 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 2 03 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐2.03 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐2.03 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐2.03 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 2/16 138 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐S; 500yr Connection Demands General Bent 1 Top Connection; Column 1N‐S; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z 317 738 8507 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 317 738 102084 0 0 0.00 0.08 2.57 0.00 +2.65  ' if (+), clamping force has been overcome 1689 455 234 13 0 ‐2075 25.26 17.21 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐738 317 0 0 0 106456 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐738 317 0 0 0 106456 check 0 193 0.00 ‐13.79 13.79 0.00 12.84 0.00 61543 72864 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Force  Centroid Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 13.79 31.00 31.00 13.79 13.79 22.40 25.26 ‐2075 23805 0 z ‐13.79 ‐31.00 ‐31.00 ‐13.79 ‐13.79 ‐22.40 ‐25.26 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 044658139 3440 8.60 10321 0.00 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 3/16 139 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐S; 500yr Connection Demands Bolt Group (Tension/Shear) max 337.9 0.0 min 0.0 ‐46.1 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 1199 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 600 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 ‐600 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐46.1 0.0 0.0 0.0 0.0 ‐46.1 0 ‐1199 6 T+V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 63.81 ‐127.63 ‐0.79 ‐26.00 3 3318 ‐128 ‐64 13.00 ‐26.00 830 3318 6.7 ‐46.1 0.0 0.0 0.0 6.7 ‐46.1 5 1199 7 T+V 4.909 150 26.00 ‐13.00 13.00 26.00 63.81 127.63 ‐0.79 26.00 3 3318 128 ‐64 13.00 26.00 830 3318 6.7 ‐46.1 0.0 0.0 0.0 6.7 ‐46.1 5 ‐1199 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐13.79 ‐26.00 934 3318 ‐128 0 0.00 ‐26.00 0 3318 117.1 ‐46.1 0.0 0.0 0.0 117.1 ‐46.1 1615 1199 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐13.79 26.00 934 3318 128 0 0.00 26.00 0 3318 117.1 ‐46.1 0.0 0.0 0.0 117.1 ‐46.1 1615 ‐1199 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐26.79 ‐26.00 3523 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 227.5 ‐46.1 0.0 0.0 0.0 227.5 ‐46.1 6095 1199 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐26.79 26.00 3523 3318 128 64 ‐13.00 26.00 830 3318 227.5 ‐46.1 0.0 0.0 0.0 227.5 ‐46.1 6095 ‐1199 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐39.79 ‐26.00 7772 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 337.9 ‐46.1 0.0 0.0 0.0 337.9 ‐46.1 13444 1199 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐39.79 ‐13.00 7772 830 ‐64 128 ‐26.00 ‐13.00 3318 830 337.9 ‐46.1 0.0 0.0 0.0 337.9 ‐46.1 13444 600 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐39.79 0.00 7772 0 0 128 ‐26.00 0.00 3318 0 337.9 ‐46.1 0.0 0.0 0.0 337.9 ‐46.1 13444 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐39.79 13.00 7772 830 64 128 ‐26.00 13.00 3318 830 337.9 ‐46.1 0.0 0.0 0.0 337.9 ‐46.1 13444 ‐600 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐39.79 26.00 7772 3318 128 128 ‐26.00 26.00 3318 3318 337.9 ‐46.1 0.0 0.0 0.0 337.9 ‐46.1 13444 ‐1199 17 T+V 0.00 0.00 0.00 0.00 ‐13.79 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 13 79 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐13.79 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐13.79 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐13.79 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 4/16 140 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐N; 500yr Connection Demands General Bent 1 Top Connection; Column 1S‐N; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z ‐2346 707 9147 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 ‐2346 707 109764 0 0 0.00 ‐0.61 2.76 0.00 +2.15  ' if (+), clamping force has been overcome 994 230 63 0 0 ‐3632 22.29 26.14 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐707 ‐2346 0 0 0 98371 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐707 ‐2346 0 0 0 98371 check 0 256 0.00 ‐4.86 4.86 0.00 11.84 0.00 74984 89414 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Force  Centroid Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 4.86 31.00 31.00 4.86 4.86 17.93 22.29 ‐3632 63304 0 z ‐4.86 ‐31.00 ‐31.00 ‐4.86 ‐4.86 ‐17.93 ‐22.29 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 067845212 12063 13.07 36190 0.00 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 5/16 141 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐N; 500yr Connection Demands Bolt Group (Tension/Shear) max 198.7 0.0 min 0.0 ‐44.2 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 1149 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 574 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 ‐574 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 ‐1149 6 V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐64 13.00 ‐26.00 830 3318 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 1149 7 V 4.909 150 26.00 ‐13.00 13.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐64 13.00 26.00 830 3318 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 ‐1149 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐4.86 ‐26.00 116 3318 ‐128 0 0.00 ‐26.00 0 3318 31.3 ‐44.2 0.0 0.0 0.0 31.3 ‐44.2 152 1149 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐4.86 26.00 116 3318 128 0 0.00 26.00 0 3318 31.3 ‐44.2 0.0 0.0 0.0 31.3 ‐44.2 152 ‐1149 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐17.86 ‐26.00 1565 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 115.0 ‐44.2 0.0 0.0 0.0 115.0 ‐44.2 2053 1149 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐17.86 26.00 1565 3318 128 64 ‐13.00 26.00 830 3318 115.0 ‐44.2 0.0 0.0 0.0 115.0 ‐44.2 2053 ‐1149 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐30.86 ‐26.00 4674 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 198.7 ‐44.2 0.0 0.0 0.0 198.7 ‐44.2 6131 1149 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐30.86 ‐13.00 4674 830 ‐64 128 ‐26.00 ‐13.00 3318 830 198.7 ‐44.2 0.0 0.0 0.0 198.7 ‐44.2 6131 574 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐30.86 0.00 4674 0 0 128 ‐26.00 0.00 3318 0 198.7 ‐44.2 0.0 0.0 0.0 198.7 ‐44.2 6131 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐30.86 13.00 4674 830 64 128 ‐26.00 13.00 3318 830 198.7 ‐44.2 0.0 0.0 0.0 198.7 ‐44.2 6131 ‐574 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐30.86 26.00 4674 3318 128 128 ‐26.00 26.00 3318 3318 198.7 ‐44.2 0.0 0.0 0.0 198.7 ‐44.2 6131 ‐1149 17 T+V 0.00 0.00 0.00 0.00 ‐4.86 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 4 86 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐4.86 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐4.86 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐4.86 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 6/16 142 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐S; 500yr Connection Demands General Bent 1 Top Connection; Column 1S‐S; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z 1429 707 8507 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 1429 707 102084 0 0 0.00 0.37 2.57 0.00 +2.94  ' if (+), clamping force has been overcome 2059 574 323 73 0 ‐1600 26.27 14.20 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐707 1429 0 0 0 126095 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐707 1429 0 0 0 126095 check 0 169 0.00 ‐16.80 16.80 0.00 12.49 0.00 64327 65048 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Force  Centroid Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 16.80 31.00 31.00 16.80 16.80 23.90 26.27 ‐1600 15147 0 z ‐16.80 ‐31.00 ‐31.00 ‐16.80 ‐16.80 ‐23.90 ‐26.27 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 036843115 1932 7.10 5795 0.00 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 7/16 143 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐S; 500yr Connection Demands Bolt Group (Tension/Shear) max 411.9 0.0 min 0.0 ‐44.2 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 1149 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 574 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 ‐574 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐44.2 0.0 0.0 0.0 0.0 ‐44.2 0 ‐1149 6 T+V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 63.81 ‐127.63 ‐3.80 ‐26.00 71 3318 ‐128 ‐64 13.00 ‐26.00 830 3318 36.6 ‐44.2 0.0 0.0 0.0 36.6 ‐44.2 139 1149 7 T+V 4.909 150 26.00 ‐13.00 13.00 26.00 63.81 127.63 ‐3.80 26.00 71 3318 128 ‐64 13.00 26.00 830 3318 36.6 ‐44.2 0.0 0.0 0.0 36.6 ‐44.2 139 ‐1149 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐16.80 ‐26.00 1386 3318 ‐128 0 0.00 ‐26.00 0 3318 161.7 ‐44.2 0.0 0.0 0.0 161.7 ‐44.2 2717 1149 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐16.80 26.00 1386 3318 128 0 0.00 26.00 0 3318 161.7 ‐44.2 0.0 0.0 0.0 161.7 ‐44.2 2717 ‐1149 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐29.80 ‐26.00 4360 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 286.8 ‐44.2 0.0 0.0 0.0 286.8 ‐44.2 8547 1149 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐29.80 26.00 4360 3318 128 64 ‐13.00 26.00 830 3318 286.8 ‐44.2 0.0 0.0 0.0 286.8 ‐44.2 8547 ‐1149 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐42.80 ‐26.00 8993 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 411.9 ‐44.2 0.0 0.0 0.0 411.9 ‐44.2 17629 1149 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐42.80 ‐13.00 8993 830 ‐64 128 ‐26.00 ‐13.00 3318 830 411.9 ‐44.2 0.0 0.0 0.0 411.9 ‐44.2 17629 574 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐42.80 0.00 8993 0 0 128 ‐26.00 0.00 3318 0 411.9 ‐44.2 0.0 0.0 0.0 411.9 ‐44.2 17629 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐42.80 13.00 8993 830 64 128 ‐26.00 13.00 3318 830 411.9 ‐44.2 0.0 0.0 0.0 411.9 ‐44.2 17629 ‐574 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐42.80 26.00 8993 3318 128 128 ‐26.00 26.00 3318 3318 411.9 ‐44.2 0.0 0.0 0.0 411.9 ‐44.2 17629 ‐1149 17 T+V 0.00 0.00 0.00 0.00 ‐16.80 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 16 80 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐16.80 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐16.80 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐16.80 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 8/16 144 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐N; 1000yr Connection Demands General Bent 1 Top Connection; Column 1N‐N; 1000yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z ‐3436 862 10744 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 ‐3436 862 128928 0 0 0.00 ‐0.89 3.25 0.00 +2.35  ' if (+), clamping force has been overcome 989 215 34 0 0 ‐4674 21.48 28.55 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐862 ‐3436 0 0 0 120493 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐862 ‐3436 0 0 0 120493 check 0 275 0.00 ‐2.45 2.45 0.00 11.26 0.00 85086 95647 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Force  Centroid Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 2.45 31.00 31.00 2.45 2.45 16.73 21.48 ‐4674 88947 0 z ‐2.45 ‐31.00 ‐31.00 ‐2.45 ‐2.45 ‐16.73 ‐21.48 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 0.00 0231 15702 14.27 47107 74078 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 9/16 145 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐N; 1000yr Connection Demands Bolt Group (Tension/Shear) max 197.8 0.0 min 0.0 ‐53.9 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 1401 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 700 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 ‐700 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 ‐1401 6 V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐64 13.00 ‐26.00 830 3318 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 1401 7 V 4.909 150 26.00 ‐13.00 13.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐64 13.00 26.00 830 3318 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 ‐1401 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐2.45 ‐26.00 30 3318 ‐128 0 0.00 ‐26.00 0 3318 17.1 ‐53.9 0.0 0.0 0.0 17.1 ‐53.9 42 1401 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐2.45 26.00 30 3318 128 0 0.00 26.00 0 3318 17.1 ‐53.9 0.0 0.0 0.0 17.1 ‐53.9 42 ‐1401 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐15.45 ‐26.00 1172 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 107.4 ‐53.9 0.0 0.0 0.0 107.4 ‐53.9 1660 1401 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐15.45 26.00 1172 3318 128 64 ‐13.00 26.00 830 3318 107.4 ‐53.9 0.0 0.0 0.0 107.4 ‐53.9 1660 ‐1401 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐28.45 ‐26.00 3975 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 197.8 ‐53.9 0.0 0.0 0.0 197.8 ‐53.9 5628 1401 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐28.45 ‐13.00 3975 830 ‐64 128 ‐26.00 ‐13.00 3318 830 197.8 ‐53.9 0.0 0.0 0.0 197.8 ‐53.9 5628 700 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐28.45 0.00 3975 0 0 128 ‐26.00 0.00 3318 0 197.8 ‐53.9 0.0 0.0 0.0 197.8 ‐53.9 5628 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐28.45 13.00 3975 830 64 128 ‐26.00 13.00 3318 830 197.8 ‐53.9 0.0 0.0 0.0 197.8 ‐53.9 5628 ‐700 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐28.45 26.00 3975 3318 128 128 ‐26.00 26.00 3318 3318 197.8 ‐53.9 0.0 0.0 0.0 197.8 ‐53.9 5628 ‐1401 17 T+V 0.00 0.00 0.00 0.00 ‐2.45 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 2 45 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐2.45 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐2.45 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐2.45 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 10/16 146 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐S; 1000yr Connection Demands General Bent 1 Top Connection; Column 1N‐S; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z 550 862 10006 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 550 862 120072 0 0 0.00 0.14 3.02 0.00 +3.17  ' if (+), clamping force has been overcome 2045 554 289 25 0 ‐2363 25.41 16.78 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐862 550 0 0 0 127893 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐862 550 0 0 0 127893 check 0 190 0.00 ‐14.22 14.22 0.00 12.82 0.00 61736 71751 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Force  Centroid Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 14.22 31.00 31.00 14.22 14.22 22.61 25.41 ‐2363 26430 0 z ‐14.22 ‐31.00 ‐31.00 ‐14.22 ‐14.22 ‐22.61 ‐25.41 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 0.00 0136 3189 8.39 9568 43545 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 11/16 147 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1N‐S; 1000yr Connection Demands Bolt Group (Tension/Shear) max 409.0 0.0 min 0.0 ‐53.9 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 1401 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 700 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 ‐700 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐53.9 0.0 0.0 0.0 0.0 ‐53.9 0 ‐1401 6 T+V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 63.81 ‐127.63 ‐1.22 ‐26.00 7 3318 ‐128 ‐64 13.00 ‐26.00 830 3318 12.4 ‐53.9 0.0 0.0 0.0 12.4 ‐53.9 15 1401 7 T+V 4.909 150 26.00 ‐13.00 13.00 26.00 63.81 127.63 ‐1.22 26.00 7 3318 128 ‐64 13.00 26.00 830 3318 12.4 ‐53.9 0.0 0.0 0.0 12.4 ‐53.9 15 ‐1401 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐14.22 ‐26.00 993 3318 ‐128 0 0.00 ‐26.00 0 3318 144.6 ‐53.9 0.0 0.0 0.0 144.6 ‐53.9 2056 1401 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐14.22 26.00 993 3318 128 0 0.00 26.00 0 3318 144.6 ‐53.9 0.0 0.0 0.0 144.6 ‐53.9 2056 ‐1401 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐27.22 ‐26.00 3637 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 276.8 ‐53.9 0.0 0.0 0.0 276.8 ‐53.9 7535 1401 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐27.22 26.00 3637 3318 128 64 ‐13.00 26.00 830 3318 276.8 ‐53.9 0.0 0.0 0.0 276.8 ‐53.9 7535 ‐1401 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐40.22 ‐26.00 7941 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 409.0 ‐53.9 0.0 0.0 0.0 409.0 ‐53.9 16450 1401 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐40.22 ‐13.00 7941 830 ‐64 128 ‐26.00 ‐13.00 3318 830 409.0 ‐53.9 0.0 0.0 0.0 409.0 ‐53.9 16450 700 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐40.22 0.00 7941 0 0 128 ‐26.00 0.00 3318 0 409.0 ‐53.9 0.0 0.0 0.0 409.0 ‐53.9 16450 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐40.22 13.00 7941 830 64 128 ‐26.00 13.00 3318 830 409.0 ‐53.9 0.0 0.0 0.0 409.0 ‐53.9 16450 ‐700 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐40.22 26.00 7941 3318 128 128 ‐26.00 26.00 3318 3318 409.0 ‐53.9 0.0 0.0 0.0 409.0 ‐53.9 16450 ‐1401 17 T+V 0.00 0.00 0.00 0.00 ‐14.22 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 14 22 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐14.22 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐14.22 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐14.22 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 12/16 148 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐N; 1000yr Connection Demands General Bent 1 Top Connection; Column 1S‐N; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z ‐2576 831 10688 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 ‐2576 831 128256 0 0 0.00 ‐0.67 3.23 0.00 +2.56  ' if (+), clamping force has been overcome 1206 283 83 0 0 ‐4148 22.47 25.59 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐831 ‐2576 0 0 0 114308 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐831 ‐2576 0 0 0 114308 check 0 251 0.00 ‐5.41 5.41 0.00 11.96 0.00 73066 87966 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Force  Centroid Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 5.41 31.00 31.00 5.41 5.41 18.21 22.47 ‐4148 70756 0 z ‐5.41 ‐31.00 ‐31.00 ‐5.41 ‐5.41 ‐18.21 ‐22.47 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 0.00 0207 11307 12.79 33921 66397 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 13/16 149 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐N; 1000yr Connection Demands Bolt Group (Tension/Shear) max 241.2 0.0 min 0.0 ‐51.9 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 1350 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 675 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 ‐675 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 ‐1350 6 V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐64 13.00 ‐26.00 830 3318 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 1350 7 V 4.909 150 26.00 ‐13.00 13.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐64 13.00 26.00 830 3318 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 ‐1350 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐5.41 ‐26.00 144 3318 ‐128 0 0.00 ‐26.00 0 3318 41.6 ‐51.9 0.0 0.0 0.0 41.6 ‐51.9 225 1350 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐5.41 26.00 144 3318 128 0 0.00 26.00 0 3318 41.6 ‐51.9 0.0 0.0 0.0 41.6 ‐51.9 225 ‐1350 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐18.41 ‐26.00 1665 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 141.4 ‐51.9 0.0 0.0 0.0 141.4 ‐51.9 2604 1350 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐18.41 26.00 1665 3318 128 64 ‐13.00 26.00 830 3318 141.4 ‐51.9 0.0 0.0 0.0 141.4 ‐51.9 2604 ‐1350 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐31.41 ‐26.00 4844 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 241.2 ‐51.9 0.0 0.0 0.0 241.2 ‐51.9 7579 1350 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐31.41 ‐13.00 4844 830 ‐64 128 ‐26.00 ‐13.00 3318 830 241.2 ‐51.9 0.0 0.0 0.0 241.2 ‐51.9 7579 675 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐31.41 0.00 4844 0 0 128 ‐26.00 0.00 3318 0 241.2 ‐51.9 0.0 0.0 0.0 241.2 ‐51.9 7579 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐31.41 13.00 4844 830 64 128 ‐26.00 13.00 3318 830 241.2 ‐51.9 0.0 0.0 0.0 241.2 ‐51.9 7579 ‐675 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐31.41 26.00 4844 3318 128 128 ‐26.00 26.00 3318 3318 241.2 ‐51.9 0.0 0.0 0.0 241.2 ‐51.9 7579 ‐1350 17 T+V 0.00 0.00 0.00 0.00 ‐5.41 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 5 41 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐5.41 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐5.41 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐5.41 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 14/16 150 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐S; 1000yr Connection Demands General Bent 1 Top Connection; Column 1S‐S; 500yr End Plate (Rotated Axes) End PL. Column Bolt (T+V) Bolt (V only) PL comp. Comp. Resultant End Plate (Local Axes) End PL. Column Bolt (T+V) Bolt (V only) PL Comp. Comp. Resultant End Plate Geometry End Plate θ 5050 θz 0.00 deg  ' end plate angle about local z‐axis L 62.00 in  ' length of plate (parallel to local x‐axis) 90 B 62.00 in  ' width of plate (parallel to local z‐axis) 30 40 30 40 A 3844 in 2  ' area of plate Ix 1231361 in 4  ' moment of inertia about local x‐xis Iz 1231361 in 4  ' moment of inertia about local z‐xis 10 20 10 20 Column h 42.00 in  ' height of column (parallel to local x‐axis) b 42.00 in  ' width of column (parallel to local z‐axis) ‐10 0X' ‐10 0X Strength Resistance Factors фs 0.80  ' bolts in shear фt 0.80  ' bolts in tension ‐30 ‐20 ‐30 ‐20 Column Demands (LARSA Member Local Axis) FX FY FZ MX MY MZ k k k k‐ft k‐ft k‐ft ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z' ‐50 ‐40 ‐50 ‐30 ‐10 10 30 50 Z 1826 831 10006 фy 90.00 deg  ' angle of bending Summary Z'Z Local End Plate Demands Clamping Force Stress Check Fx Fy Fz Mx My Mz Pt / A Fy / A Mx∙cx / Ix Mz∙cz / Iz σmax T1 T2 T3 T4 T5 C xC dC k k k k‐in k‐in k‐in ksi ksi ksi ksi ksi k k k k k k in in 0 1826 831 120072 0 0 0.00 0.48 3.02 0.00 +3.50  ' if (+), clamping force has been overcome 2471 690 392 94 0 ‐1823 26.37 13.88 CompressionTension фy 90.00 deg  ' angle of bending Rotated Local End Plate Demands Section Properties Fx Fy Fz Mx My Mz Axial/Moment (bolts + plate) Shear (bolts only)Fx Fy Fz Mx My Mz k k k k‐in k‐in k‐in Δ Fy Aaxial xNA zNA xNA' zNA' xNA' M only zNA' M only Iz' Ix' Ashear xNA' zNA' Ip' ‐831 1826 0 0 0 151331 k in 2 in in in in in in in 4 in 4 in 2 in in in 4 ‐831 1826 0 0 0 151331 check 0 166 0.00 ‐17.12 17.12 0.00 12.42 0.00 64804 64229 79 0.00 0.00 73003 Axial/Moment (bolts + plate) Shear (bolts only) фy' 0.00 deg  ' angle of bending Compression Block β / n 0.13 ' compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.)β / n 0.13    compression block effectiveness factor (account for bending stiffness, modulus of elasticity, etc.) A Iz0' xi' A∙xi' 2 Ix0' zi' A∙zi' 2 Pu Mzi Mxi 1 2 3 4 5 1 2 3 4 5 in 2 in 4 in in 4 in 4 in in 4 k k‐in k‐in Force  Centroid Local, Non‐rotated Axes Local, Rotated Axes Section Properties Check Compression Block Coordinates Centroid Force  Centroid Compression Block Coordinates Centroid x 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 x' 17.12 31.00 31.00 17.12 17.12 24.06 26.37 ‐1823 16867 0 z ‐17.12 ‐31.00 ‐31.00 ‐17.12 ‐17.12 ‐24.06 ‐26.37 z' 31.00 31.00 ‐31.00 ‐31.00 31.00 0.00 0.00 0.00 0112 1806 6.94 5417 36024 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 15/16 151 Sellwood Willamette River Bridge 100% Calculation Book Bent Cap Design Column 1S‐S; 1000yr Connection Demands Bolt Group (Tension/Shear) max 494.3 0.0 min 0.0 ‐51.9 r s h e a r; o n ly re a o f  b o lt g  f o rc e a te a te rd in a te rd in a te n si o n   p a ra ll e l  n si o n   p a ra ll e l  h e a r  p a ra ll e l  h e a r  p a ra ll e l  a n t  d u e   z'  a xi s sh e a r  xi s o m e n t  p o n e n t  xi s) sh e a r  xi s o m e n t  p o n e n t  xi s) m a n d m a n d o ca l  s a l  y  a xi s General Local Rotated Local Tension Properties Shear Properties Resolved Bolt Forces Summary Check b o lt  n u m b e r V  =  t e n si o n  a n d   V  o n ly  =  s h e a r  o n o m in a l  b o lt  a r m a te  s tr e n g th  o t  p re te n si o n in g lo ca l  x  co o rd in a lo ca l  z  co o rd in a l  ro ta te d  x  c o o r a l  ro ta te d  z  c o o r st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  x '‐ a xi s) st a n ce  f ro m  t e n io n  C G  t o  b o lt  ( to  z '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  x '‐ a xi s) d is ta n ce  f ro m  s h io n  C G  t o  b o lt  ( to  z '‐ a xi s) si le  b o lt  r e su lt a b e n d in g  a b o u t  su lt a n t  d u e  t o  s p a ra ll e l  to  x ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  x ' a x su lt a n t  d u e  t o  s p a ra ll e l  to  z ' a x u lt a n t  d u e  t o  m o u t  y ‐a xi s  (c o m p p a ra ll e l  to  z ' a x e n si le  b o lt  d e m su lt a n t  b o lt  d e m m o m e n t  a b o u t  l ro ta te d  z ' a xi m e n t  a b o u t  lo ca T + V V u lt i b o l lo ca lo ca d i se ct i d i se ct i d se ct i d se ct i te n s to   re re s u a b o re re s u a b o te re s m m o m Bolt Ab Fub Pt x z x' z' A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 A∙x' A∙z' xi' zi' A∙xi' 2 A∙zi' 2 Pzz' Vx' Vx'τ Vz' Vz'τ Pu Vu Mz'i Myi # in 2 ksi k in in in in in 3 in 3 in in in 4 in 4 in 3 in 3 in in in 4 in 4 k k k k k k k k‐in k‐in 1 V 4.909 150 ‐26.00 ‐26.00 26.00 ‐26.00 0.00 0.00 0.00 0.00 0 0 ‐128 ‐128 26.00 ‐26.00 3318 3318 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 1350 Bolt Type 2 V 4.909 150 ‐13.00 ‐26.00 26.00 ‐13.00 0.00 0.00 0.00 0.00 0 0 ‐64 ‐128 26.00 ‐13.00 3318 830 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 675 3 V 4.909 150 0.00 ‐26.00 26.00 0.00 0.00 0.00 0.00 0.00 0 0 0 ‐128 26.00 0.00 3318 0 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 0 4 V 4.909 150 13.00 ‐26.00 26.00 13.00 0.00 0.00 0.00 0.00 0 0 64 ‐128 26.00 13.00 3318 830 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 ‐675 5 V 4.909 150 26.00 ‐26.00 26.00 26.00 0.00 0.00 0.00 0.00 0 0 128 ‐128 26.00 26.00 3318 3318 0.0 ‐51.9 0.0 0.0 0.0 0.0 ‐51.9 0 ‐1350 6 T+V 4.909 150 ‐26.00 ‐13.00 13.00 ‐26.00 63.81 ‐127.63 ‐4.12 ‐26.00 83 3318 ‐128 ‐64 13.00 ‐26.00 830 3318 47.2 ‐51.9 0.0 0.0 0.0 47.2 ‐51.9 194 1350 7 T+V 4.909 150 26.00 ‐13.00 13.00 26.00 63.81 127.63 ‐4.12 26.00 83 3318 128 ‐64 13.00 26.00 830 3318 47.2 ‐51.9 0.0 0.0 0.0 47.2 ‐51.9 194 ‐1350 8 T+V 4.909 150 ‐26.00 0.00 0.00 ‐26.00 0.00 ‐127.63 ‐17.12 ‐26.00 1438 3318 ‐128 0 0.00 ‐26.00 0 3318 196.2 ‐51.9 0.0 0.0 0.0 196.2 ‐51.9 3359 1350 9 T+V 4.909 150 26.00 0.00 0.00 26.00 0.00 127.63 ‐17.12 26.00 1438 3318 128 0 0.00 26.00 0 3318 196.2 ‐51.9 0.0 0.0 0.0 196.2 ‐51.9 3359 ‐1350 10 T+V 4.909 150 ‐26.00 13.00 ‐13.00 ‐26.00 ‐63.81 ‐127.63 ‐30.12 ‐26.00 4453 3318 ‐128 64 ‐13.00 ‐26.00 830 3318 345.2 ‐51.9 0.0 0.0 0.0 345.2 ‐51.9 10398 1350 11 T+V 4.909 150 26.00 13.00 ‐13.00 26.00 ‐63.81 127.63 ‐30.12 26.00 4453 3318 128 64 ‐13.00 26.00 830 3318 345.2 ‐51.9 0.0 0.0 0.0 345.2 ‐51.9 10398 ‐1350 12 T+V 4.909 150 ‐26.00 26.00 ‐26.00 ‐26.00 ‐127.63 ‐127.63 ‐43.12 ‐26.00 9126 3318 ‐128 128 ‐26.00 ‐26.00 3318 3318 494.3 ‐51.9 0.0 0.0 0.0 494.3 ‐51.9 21312 1350 13 T+V 4.909 150 ‐13.00 26.00 ‐26.00 ‐13.00 ‐127.63 ‐63.81 ‐43.12 ‐13.00 9126 830 ‐64 128 ‐26.00 ‐13.00 3318 830 494.3 ‐51.9 0.0 0.0 0.0 494.3 ‐51.9 21312 675 14 T+V 4.909 150 0.00 26.00 ‐26.00 0.00 ‐127.63 0.00 ‐43.12 0.00 9126 0 0 128 ‐26.00 0.00 3318 0 494.3 ‐51.9 0.0 0.0 0.0 494.3 ‐51.9 21312 0 15 T+V 4.909 150 13.00 26.00 ‐26.00 13.00 ‐127.63 63.81 ‐43.12 13.00 9126 830 64 128 ‐26.00 13.00 3318 830 494.3 ‐51.9 0.0 0.0 0.0 494.3 ‐51.9 21312 ‐675 16 T+V 4.909 150 26.00 26.00 ‐26.00 26.00 ‐127.63 127.63 ‐43.12 26.00 9126 3318 128 128 ‐26.00 26.00 3318 3318 494.3 ‐51.9 0.0 0.0 0.0 494.3 ‐51.9 21312 ‐1350 17 T+V 0.00 0.00 0.00 0.00 ‐17.12 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 18 T+V 0 00 0 00 0 00 0 00 17 12 0 00 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 018 T+V 0.00 0.00 0.00 0.00 ‐17.12 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 19 T+V 0.00 0.00 0.00 0.00 ‐17.12 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 20 T+V 0.00 0.00 0.00 0.00 ‐17.12 0.00 0 0 0 0 0.00 0.00 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Bent 1_Top End Plate Design (7.1).xlsm 5/25/2012 16/16 152 Sellwood Willamette River Bridge 100% Calculation Book Bent 1 Cap Beam 500yr EQ: Column/Girder Summary Bent 1: 500YR Column Anchorage Resultants Top of Column Demands (LARSA) Column 1N‐N 1N‐S 1S‐N 1S‐S P ‐3037 317 ‐2346 1429 ' axial force, k M 9185 8507 9147 8507 ' moment, k‐ft V 738 738 707 707 ' shear, k Tension/Compression Resultants (Spreadsheet) T1 821 1689 994 2059  ' tension in first anchor row, k Ԑ1 0.00115 0.00237 0.00140 0.00289 ' strain in first anchor row, in/in T2 176 455 230 574  ' tension in second anchor row, k Ԑ2 0.00062 0.00160 0.00081 0.00202 ' strain in second anchor row, in/in T3 24 234 63 323  ' tension in third anchor row, k Ԑ3 0.00008 0.00082 0.00022 0.00113 ' strain in third anchor row, in/in T4 0 13 0 73  ' tension in fourth anchor row, k Ԑ4 0.00000 0.00005 0.00000 0.00026 ' strain in fourth anchor row, in/in T5 0 0 0 0  ' tension in fifth anchor row, k Ԑ5 0.00000 0.00000 0.00000 0.00000 ' strain in fifth anchor row, in/in T 1021 2391 1287 3029 ' sum of tension in anchor rods, k C ‐4057 ‐2075 ‐3632 ‐1600 ' compression resultant, k P ‐3036 316 ‐2345 1429 ' net axial force (check), k xC 21.3 25.3 22.3 26.3  ' distance from center of column to cg of compression resultant, in dC 29.0 17.2 26.1 14.2 ' length of compressive bearing, in Compression/Shear Resultants V45 1044 1044 1000 1000 ' 45° inclined compression resultant (to model shear), k C ‐3319 ‐1337 ‐2925 ‐893 ' vertical compression resultant, k Girder Reactions Girder 1 2 3 4 5 6 7 PDC+DW 52 ‐493 ‐75 184 ‐103 ‐460 65  ' main span DC+DW reaction, k Papproach ‐319 ‐319 ‐319 ‐319 ‐319 ‐319 ‐319  ' approach DC+DW, k PcapDC ‐73 ‐91 ‐80 ‐65 ‐79 ‐96 ‐57  ' cap self weight, k Ppush 161 ‐184 ‐179 19 199 142 ‐158 ' transverse push reactions, k P ‐179 ‐1087 ‐652 ‐180 ‐302 ‐733 ‐468 ' sum, k RSA_Bent 1_Push_C and T Forces (7.1).xls 5/25/2012 1/2 153 Sellwood Willamette River Bridge 100% Calculation Book Bent 1 Cap Beam 1000yr EQ: Column/Girder Summary Bent 1: 1000YR Column Anchorage Resultants Top of Column Demands (LARSA) Column 1N‐N 1N‐S 1S‐N 1S‐S P ‐3436 550 ‐2576 1826 ' axial force, k M 10744 10006 10688 10006 ' moment, k‐ft V 862 862 831 831 ' shear, k Tension/Compression Resultants (Spreadsheet) T1 989 2045 1206 2471  ' tension in first anchor row, k Ԑ1 0.00139 0.00287 0.00169 0.00347 ' strain in first anchor row, in/in T2 215 554 283 690  ' tension in second anchor row, k Ԑ2 0.00075 0.00195 0.00099 0.00242 ' strain in second anchor row, in/in T3 34 289 83 392  ' tension in third anchor row, k Ԑ3 0.00012 0.00101 0.00029 0.00138 ' strain in third anchor row, in/in T4 0 25 0 94  ' tension in fourth anchor row, k Ԑ4 0.00000 0.00009 0.00000 0.00033 ' strain in fourth anchor row, in/in T5 0 0 0 0  ' tension in fifth anchor row, k Ԑ5 0.00000 0.00000 0.00000 0.00000 ' strain in fifth anchor row, in/in T 1238 2913 1572 3647 ' sum of tension in anchor rods, k C ‐4674 ‐2363 ‐4148 ‐1823 ' compression resultant, k P ‐3436 550 ‐2576 1824 ' net axial force (check), k xC 21.5 25.4 22.5 26.4  ' distance from center of column to cg of compression resultant, in dC 28.6 16.8 25.6 13.9 ' length of compressive bearing, in Compression/Shear Resultants V45 1219 1219 1175 1175 ' 45° inclined compression resultant (to model shear), k C ‐3812 ‐1501 ‐3317 ‐992 ' vertical compression resultant, k Girder Reactions Girder 1 2 3 4 5 6 7 PDC+DW 52 ‐493 ‐75 184 ‐103 ‐460 65  ' main span DC+DW reaction, k Papproach ‐319 ‐319 ‐319 ‐319 ‐319 ‐319 ‐319  ' approach DC+DW, k PcapDC ‐73 ‐91 ‐80 ‐65 ‐79 ‐96 ‐57  ' cap self weight, k Ppush 193 ‐221 ‐215 23 239 170 ‐190 ' transverse push reactions, k P ‐147 ‐1123 ‐688 ‐176 ‐262 ‐704 ‐500 ' sum, k RSA_Bent 1_Push_C and T Forces (7.1).xls 5/25/2012 2/2 154 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: Geometry Project Name: Sellwood Bridge - Bent 1 Cap Beam - 500YR 5/25/2012 12:45:39 PM E2000 E3003 E3005 E3006 E3007 E3008 E 40 03 E 40 12 E 20 07 E3010 E 53 E 54 E 55 E1005 E1006 E 20 09 E3011 E3012 E 20 11 E 40 16 E6 6 E 67 E68 E5007 E 20 20 E 20 24 E5008 E 40 22 E5009 E 40 23 E 40 26 E3022 E3023 E3024 E 40 32 E3026 E3027 E3028 E3029 E 17 7 E 17 8 E2 04 0 E 19 3 E 19 4 E5001 E5002 E3019 E3020 E 40 25 E5010 E5011 E 40 27 E5012 E5013 E 20 29 E1016 E 20 27 E3021 E 20 15 E 40 20 E 40 21 E 20 17 E2010 E3002 E4000 E4001 E4002 E 43 4 E1003 E 20 01 E1000 E 44 2 E4 43 E2 01 8 E1010 E1011 E452 E4005 E4006 E4007 E4 00 9 E2019 E4035 E4036 E4030 E4031 E2 02 6 E 40 18 E3013 E5005 E5006 E3014 E 53 4 E 53 5 E 20 13 E1007 E1008 E2 01 4 E4 01 3 E4 017 E4015 E2 00 8 E40 19 E2 01 2 E5 63 E5 64 E 56 5 E5 66 E 56 7 E5 68 E 20 22 E1012 E1013 E3017 E3018 E2 02 1 E2 02 3 E2 01 6 E1009 E3015 E4 02 4 E2025 E 20 03 E1001 E3000 E1002 E3001 E2002 E2004 E 20 05 E 40 10 E4 01 1 E 20 32 E2 03 1 E1019 E4 03 3 E 20 33 E4 03 7 E 20 38 E3030 E3031 E2039 E 20 36 E2037 E1022 E5015 E 20 34 E1020 E1021 E2035 E4034 E2 00 6 E4 00 4 E 40 29E4 02 8 E2030 E2028 E3004 E5000 E 4008 E3009 E1004 E5014 E3025E3016 E1014 E1023E1017 E5003 N1 N2 N3 N4 N5 N6 N7 N9 N10 N11 N17 N19 N20 N22 N27 N28 N29 N30 N31 N33 N37 N38 N39 N40 N42 N47 N48 N49 N50 N51 N53 N54 N61 N64N65 N67 N68 N69 N70 N71N72 N73 N74 N76 N78 N82 N83 N84 N85 N88 N89 N91 N94 N106N107 N108 N109 N110 N119 N121 N123 N125 N126 N127 N129N131 N132N133 N134 N135 N138 N144 N145 N146 N147 N148 N151N152 N153N154 N155N156 N157 N158 N159 N160 N162 N165 N166N167N168 X Y 155 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 500YR Loading (1 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 500YR 5/25/2012 12:47:12 PM E2000 E3003 E3005 E3006 E3007 E3008 E 40 03 E 40 12 E 20 07 E3010 E 53 E 54 E 55 E1005 E1006 E 20 09 E3011 E3012 E 20 11 E 40 16 E6 6 E 67 E68 E5007 E E 19 3 E5001 E5002 E 20 15 E 40 20 E 40 21 E 20 17 E2010 E3002 E4000 E4001 E4002 E 43 4 E1003 E 20 01 E1000 E2 01 8 E1010 E4005 E4006 E4007 E4 00 9 E 40 18 E3013 E5005 E5006 E3014 E 53 4 E 53 5 E 20 13 E1007 E1008 E2 01 4 E4 01 3 E4 017 E4015 E2 00 8 E40 19 E2 01 2 E5 63 E5 64 E2 01 6 E1009 E3015 E 20 03 E1001 E3000 E1002 E3001 E2002 E2004 E 20 05 E 40 10 E4 01 1 E2 00 6 E4 00 4 E3004 E5000 E 4008 E3009 E1004 E E5003 N1 N2 N3 N4 N9 N10 N17 17 6. 00 k N19 24 .0 0 k N20 N22 N27 16 89 .0 0 k N28 4 55 .0 0 k N29 2 34 .0 0 k N30 13 .0 0 k N31 N53 N54 N61 N64N65 N67 1 08 7. 00 k N68 6 52 .0 0 k N69 N70 N71N72 N73 N74 N76 N78 18 0. 00 k N109 N119 N127 N1298 21 .0 0 k N131 N132N133 N144 N145 33 19 .0 0 k N146 13 37 .0 0 k N147 N148 10 44 .00 k N151 10 44 .00 k N152 N159 N160 X Y 156 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 500YR Loading (2 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 500YR 5/25/2012 12:47:43 PM 7 E 20 20 E 20 24 E5008 E 40 22 E5009 E 40 23 E 40 26 E3022 E3023 E3024 E 40 32 E3026 E3027 E3028 E3029 E 17 7 E 17 8 E2 04 0 E 19 3 E 19 4 E3019 E3020 E 40 25 E5010 E5011 E 40 27 E5012 E5013 E 20 29 E1016 E 20 27 E3021 E 40 21 E 20 17 E 44 2 E4 43 E2 01 8 E1010 E1011 E452 E2019 E4035 E4036 E4030 E4031 E2 02 6 E 56 5 E5 66 E 56 7 E5 68 E 20 22 E1012 E1013 E3017 E3018 E2 02 1 E2 02 3 9 5 E4 02 4 E2025 E 20 32 E2 03 1 E1019 E4 03 3 E 20 33 E4 03 7 E 20 38 E3030 E3031 E2039 E 20 36 E2037 E1022 E5015 E 20 34 E1020 E1021 E2035 E4034 E 40 29E4 02 8 E2030 E2028 E5014 E3025E3016 E1014 E1023E1017N4 N5 N6 N7 N10 N11 N33 N37 99 4. 00 k N38 2 30 .0 0 k N39 63 .0 0 k N40 N42 N47 20 59 .0 0 k N48 5 74 .0 0 k N49 3 23 .0 0 k N50 73 .0 0 k N51N82 N83 N84 N85 N88 N89 N91 N94 N1067 33 .0 0 k N107 N108 18 0. 00 k N109 3 02 .0 0 k N110 N121 N123 N125 N126 N129 N134 N135 1445.00 k N138 29 25 .0 0 k N153 10 00 .00 k N154 89 3. 00 k N155 10 00 .00 k N156 N157 N158 N162 N165 N166N167N168 X Y 157 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 1000YR Loading (1 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 1000YR 5/25/2012 12:51:17 PM E2000 E3003 E3005 E3006 E3007 E3008 E 40 03 E 40 12 E 20 07 E3010 E 53 E 54 E 55 E1005 E1006 E 20 09 E3011 E3012 E 20 11 E 40 16 E6 6 E 67 E68 E5007 E E 19 3 E5001 E5002 E 20 15 E 40 20 E 40 21 E 20 17 E2010 E3002 E4000 E4001 E 4002 E 43 4 E1003 E 20 01 E1000 E2 01 8 E1010 E4005 E4006 E4007 E4 00 9 E 40 18 E3013 E5005 E5006 E3014 E 53 4 E 53 5 E 20 13 E1007 E1008 E2 01 4 E4 01 3 E4 017 E4015 E2 00 8 E40 19 E2 01 2 E5 63 E5 64 E2 01 6 E1009 E3015 E 20 03 E1001 E3000 E1002 E3001 E2002 E2004 E 20 05 E 40 10 E4 01 1 E2 00 6 E4 00 4 E3004 E5000 E 4008 E3009 E1004 E E5003 N1 N2 N3 N4 N9 N10 N17 21 5. 00 k N19 34 .0 0 k N20 N22 N27 20 45 .0 0 k N28 5 54 .0 0 k N29 2 89 .0 0 k N30 25 .0 0 k N31 N53 N54 N61 N64N65 N67 1 12 3. 00 k N68 6 88 .0 0 k N69 N70 N71N72 N73 N74 N76 N78 17 6. 00 k N109 N119 N127 N1299 89 .0 0 k N131 N132N133 N144 N145 38 12 .0 0 k N146 15 01 .0 0 k N147 N148 12 19 .00 k N151 12 19 .00 k N152 N159 N160 X Y 158 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 1000YR Loading (2 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 1000YR 5/25/2012 12:50:58 PM E 20 20 E 20 24 E5008 E 40 22 E5009 E 40 23 E 40 26 E3022 E3023 E3024 E 40 32 E3026 E3027 E3028 E3029 E 17 7 E 17 8 E2 04 0 E 19 3 E 19 4 E3019 E3020 E 40 25 E5010 E5011 E 40 27 E5012 E5013 E 20 29 E1016 E 20 27 E3021 E 40 21 E 20 17 E 44 2 E4 43 E2 01 8 E1010 E1011 E452 E2019 E4035 E4036 E4030 E4031 E2 02 6 E 56 5 E5 66 E 56 7 E5 68 E 20 22 E1012 E1013 E3017 E3018 E2 02 1 E2 02 3 E4 02 4 E2025 E 20 32 E2 03 1 E1019 E4 03 3 E 20 33 E4 03 7 E 20 38 E3030 E3031 E2039 E 20 36 E2037 E1022 E5015 E 20 34 E1020 E1021 E2035 E4034 E 40 29E4 02 8 E2030 E5014 E3025E3016 E1014 E1023E1017 E2 02 8 N4 N5 N6 N7 N10 N11 N33 N37 12 06 .0 0 k N38 2 83 .0 0 k N39 83 .0 0 k N40 N42 N47 24 71 .0 0 k N48 6 90 .0 0 k N49 3 92 .0 0 k N50 94 .0 0 k N51N82 N83 N84 N85 N88 N89 N91 N94 N1067 04 .0 0 k N107 N108 17 6. 00 k N109 2 62 .0 0 k N110 N121 N123 N125 N126 N129 N134 N135 1693.00 k N138 33 17 .0 0 k N153 11 75 .00 k N154 99 2. 00 k N155 11 75 .00 k N156 N157 N158 N162 N165 N166N167N168 X Y 159 160 161 162 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 500YR Result (1 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 500YR 5/25/2012 12:48:36 PM (-484.77 k) (NA) (423.30 k) (0.290) (428.67 k) (0.294) (-1077.94 k) (NA) (-667.90 k) (NA) (-528.60 k) (NA) (- 11 00 .4 2 k) (N A ) (2 2. 47 k ) (0 .0 66 ) (2 04 .4 7 k) (0 .5 99 ) (-583.96 k) (NA) (- 34 6. 28 k ) (N A ) (- 10 87 .0 0 k) (N A ) (- 65 2. 00 k ) (N A ) (-94.16 k) (NA) (1156.12 k) (0.793) (- 46 9. 95 k ) (N A ) (-453.77 k) (NA) (-42.01 k) (NA) (1 46 2. 65 k ) (N A ) (6 84 .7 5 k) (N A ) (-2 05 6.5 2 k ) (N A) (1 46 2. 65 k ) (N A ) (-1445.65 k) (NA) (388.92 k) (0.236) (38 (0 (- 18 0. 00 k ) (N A ) (-810.05 k) (NA) (-456.56 k) (NA) (2 75 .4 0 k) (0 .8 07 ) (1 .8 9 k) (0 .0 06 ) (2 5. 55 k ) (0 .0 50 ) (4 70 .6 4 k) (0 .9 19 ) (-544.98 k) (N A) (281.26 k) (0.193) (-1746.49 k) (NA) (-226.17 k) (NA) (-26.85 k) (N A ) (0 .0 0 k) (N A ) (1017.85 k) (0.698) (3 46 .2 8 k) (0 .6 76 ) (339.25 k) (0.233) (-6 01 .5 3 k) (N A) (-436.68 k (NA) (-134.90 k) (NA) (-612.50 k) (NA) (-272.32 k) (N A) (-1 52 8. 06 k) (N A) (3 20 .8 9 k) (0 .9 40 ) (-3.48 k) (NA) (-380.23 k) (NA) (389.00 k) (0.236) (-205.63 k) (NA) (- 33 19 .0 0 k) (N A ) (- 13 37 .0 0 k) (N A ) (3 13 .0 9 k) (0 .9 17 ) (1156.12 k) (0.793) (833.07 k) (0.571) (-3 92 .73 k) (N A) (-4 4.2 6 k ) (N A) (-5 59. 15 k) (NA ) (-624.07 k) (NA) (-7 13 .4 2 k) (N A) (-85 4.5 7 k) (NA ) (-4 49 .87 k) (N A) (-1 04 4.0 0 k ) (N A) (-1 04 4.0 0 k ) (N A) (-1 18 4.4 7 k ) (NA ) (553.08 k) (0.379) (17.28 k) (0.012) (3 46 .2 8 k) (0 .6 76 ) (688.99 k) (0.473) (-339.25 k) (NA) (1017.85 k) (0.698) (-688.99 k) (NA) (-492.17 k) (NA) (-477.55 k) (NA) (- 10 99 .4 1 k) (N A ) (2 93 .3 4 k) (0 .8 60 ) (-4 91 .87 k) (N A) (-1 27 7.0 8 k ) (N A) (-2 27 2.2 4 k ) (N A) (435.33 k) (0.299) (-409.56 k) (NA) (-13.53 k) (N A ) (-524.84 k) (NA) (853.15 k) (0.585) (42 (0 (-423.84 k) (NA) N1 N2 N3 N4 N9 N10 N17 17 6. 00 k N19 24 .0 0 k N20 N22 N27 16 89 .0 0 k N28 4 55 .0 0 k N29 2 34 .0 0 k N30 13 .0 0 k N31 N53 (-1445.65 k) N54 N61 N64N65 (- 34 6. 28 k ) N67 1 08 7. 00 k N68 6 52 .0 0 k N69 N70 N71N72 N73 N74 N76 N78 18 0. 00 k N109 N119 N127 N1298 21 .0 0 k N131 N132N133 N144 N145 33 19 .0 0 k N146 13 37 .0 0 k N147 N148 10 44 .00 k N151 10 44 .00 k N152 N159 N160 X Y NA 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 0.550 0.600 0.650 0.700 0.750 0.800 0.850 0.900 0.950 1.000 O/S 163 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 500YR Result (2 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 500YR 5/25/2012 12:49:02 PM k) ) (1 46 1. 99 k ) (N A ) (5 30 .0 8 k) (N A ) (388.74 k) (0.236) (1 1. 21 k ) (N A ) (389.20 k) (0.236) (5 30 .0 8 k) (N A ) (2 5. 78 k ) (0 .1 51 ) (439.03 k) (0.301) (1031.35 k) (0.707) (1222.38 k) (0.838) (- 77 5. 61 k ) (N A ) (1213.18 k) (0.832) (-186.76 k) (NA) (344.02 k) (0.236) (543.90 k) (0.373) (- 33 6. 37 k ) (N A ) (- 73 3. 00 k ) (N A ) (-4 82 .97 k) (N A) (- 18 0. 00 k ) (N A ) (- 30 2. 00 k ) (N A ) (688.27 k) (0.472) (452.08 k) (0.310) (1 .3 5 k) (0 .0 08 ) (865.96 k) (0.526) (866.17 k) (0.526) (1 85 .8 9 k) (0 .5 45 ) (870.62 k) (0.529) (1086.27 k) (0.660) (1 95 .3 5 k) (0 .5 72 ) (119.88 k) (0.082) (2 5. 78 k ) (0 .1 51 ) (452.08 k) (0.310) (2 5. 55 k ) (0 .0 50 ) (4 70 .6 4 k) (0 .9 19 ) (1 46 1. 99 k ) (N A ) (-2 05 5.5 9 k ) (N A) (-6 01 .5 3 k) (N A) (-436.68 k) (NA) (1226.15 k) (0.841) (-1445.00 k) (NA) (-1192.28 k) (N A) (-781.80 k) (NA) (-379.84 k) (N A) (-1368.23 k) (NA) (-298.99 k) (NA) (-4 30 .1 9 k) (N A) (- 29 25 .0 0 k) (N A ) (-1 00 0.0 0 k ) (N A) (- 89 3. 00 k ) (N A ) (-1 00 0.0 0 k ) (N A) (4 33 .8 9 k) (0 .8 48 ) (1226.15 k) (0.841) (761.05 k) (0.522) (264.55 k) (0.181) (688.27 k) (0.472) (-6 36 .06 k) (N A) (-6 06 .47 k) (N A) k) ) k) ) k) ) (-6 25 .08 k) (N A) (-112.78 k) (N A) (6 3. 00 k ) (0 .3 69 ) (-8 0. 20 k ) (N A) (339.60 k) (0.233) (-2 47 3.0 8 k) (N A) (- 77 2. 65 k ) (N A ) (-7 72 .16 k) (NA ) (9 6. 87 k ) (0 .5 68 ) (515.69 k) (0.354) (404.14 k) (0.277) (-147.74 k) (NA) (9 6. 87 k ) (0 .5 68 ) (-147.74 k) (NA) (235.02 k) (0.161) (1130.70 k) (0.687) (2 3. 87 k ) (0 .1 40 ) (95.26 k) (0.065) (123.47 k) (0.085) (-36.95 k) (NA) (-427.91 k) (NA) (- 18 4. 65 k ) (N A ) (-2 70 .45 k) (N A) (-332.74 k) (NA) (-16.12 k)(NA) (1070.46 k) (0.650) (1222.38 k) (0.838) (421.91 k) (0.289) (396.21 k) (0.272) (346.57 k) (0.238) (389.23 k) (0.267) N4 N5 N6 N7 N10 N11 N33 N37 99 4. 00 k N38 2 30 .0 0 k N39 63 .0 0 k N40 N42 N47 20 59 .0 0 k N48 5 74 .0 0 k N49 3 23 .0 0 k N50 73 .0 0 k N51N82 N83 N84 N85 N88 N89 N91 N94 (- 33 6. 37 k ) N1067 33 .0 0 k N107 N108 18 0. 00 k N109 3 02 .0 0 k N110 N121 N123 N125 N126 N129 N134 N135 1445.00 k N138 29 25 .0 0 k N153 10 00 .00 k N154 89 3. 00 k N155 10 00 .00 k N156 N157 N158 N162 N165 N166N167N168 X Y NA 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 0.550 0.600 0.650 0.700 0.750 0.800 0.850 0.900 0.950 1.000 O/S 164 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 1000YR Results (1 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 1000YR 5/25/2012 12:51:56 PM (-500.29 k) (NA) (621.50 k) (0.376) (631.66 k) (0.382) (-1225.23 k) (NA) (-725.98 k) (NA) (-553.94 k) (NA) (- 11 36 .8 7 k) (N A ) (3 0. 25 k ) (0 .0 78 ) (2 13 .1 6 k) (0 .5 51 ) (-633.59 k) (NA) (- 35 7. 37 k ) (N A ) (- 11 23 .0 0 k) (N A ) (- 68 8. 00 k ) (N A ) (-116.45 k) (NA) (1397.64 k) (0.846) (- 56 5. 57 k ) (N A ) (-507.70 k) (NA) (-20.71 k) (NA) (1 71 2. 53 k ) (N A ) (8 04 .0 8 k) (N A ) (-2 40 7.8 5 k ) (N A) (1 71 2. 53 k ) (N A ) (-1692.63 k) (NA) (383.58 k) (0.206) (38 ( (- 17 6. 00 k ) (N A ) (-988.20 k) (NA) (-583.6 8 k) (NA) (2 96 .8 1 k) (0 .7 67 ) (1 .8 7 k) (0 .0 05 ) (2 5. 20 k ) (0 .0 43 ) (5 56 .8 3 k) (0 .9 60 ) (-666.04 k) (N A) (447.99 k) (0.271) (-2014.44 k) (NA) (-276.28 k) (NA) (-38.03 k) (N A) (0 .0 0 k) (N A ) (1050.44 k) (0.636) (3 57 .3 7 k) (0 .6 16 ) (350.11 k) (0.212) (-7 18 .4 8 k) (N A) (-370.11 (NA) (-140.14 k) (NA) (-745.77 k) (NA) (-336.33 k) (N A) (-1 64 5. 27 k) (N A) (3 68 .6 3 k) (0 .9 53 ) (-17.22 k) (NA) (-509.78 k) (NA) (383.65 k) (0.206) (-268.87 k) (NA) (- 38 12 .0 0 k) (N A ) (- 15 01 .0 0 k) (N A ) (3 40 .3 8 k) (0 .8 80 ) (1397.64 k) (0.846) (1046.43 k) (0.633) (-4 23 .26 k) (N A) (-5 9.2 8 k ) (N A) (-6 41. 80 k) (NA ) (-745.08 k) (NA) (-7 82 .3 5 k) (N A) (-99 2.2 3 k) (NA ) (-4 89 .09 k) (N A) (-1 21 9.0 0 k ) (N A) (-1 21 9.0 0 k ) (N A) (-1 33 4.0 9 k ) (NA ) (744.68 k) (0.451) (-44.46 k) (NA) (3 57 .3 7 k) (0 .6 16 ) (711.05 k) (0.430) (-350.11 k) (NA) (1050.44 k) (0.636) (-711.05 k) (NA) (-507.93 k) (NA) (-492.84 k) (NA) (- 11 35 .8 2 k) (N A ) (3 36 .8 5 k) (0 .8 71 ) (-5 63 .12 k) (N A) (-1 34 3.7 1 k ) (N A) (-2 77 2.1 5 k ) (N A) (638.54 k) (0.386) (-409.11 k) (NA) (-26.03 k) (N A ) (-546.70 k) (NA) (880.29 k) (0.533) (43 ( (-539.88 k) (NA) N1 N2 N3 N4 N9 N10 N17 21 5. 00 k N19 34 .0 0 k N20 N22 N27 20 45 .0 0 k N28 5 54 .0 0 k N29 2 89 .0 0 k N30 25 .0 0 k N31 N53 (-1692.63 k) N54 N61 N64N65 (- 35 7. 37 k ) N67 1 12 3. 00 k N68 6 88 .0 0 k N69 N70 N71N72 N73 N74 N76 N78 17 6. 00 k N109 N119 N127 N1299 89 .0 0 k N131 N132N133 N144 N145 38 12 .0 0 k N146 15 01 .0 0 k N147 N148 12 19 .00 k N151 12 19 .00 k N152 N159 N160 X Y NA 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 0.550 0.600 0.650 0.700 0.750 0.800 0.850 0.900 0.950 1.000 O/S 165 C A S T - Computer Aided Strut-and-Tie Version 0.9.11 (Last Updated on 1/26/04) Printout Description: 1000YR Results (2 of 2) Project Name: Sellwood Bridge - Bent 1 Cap Beam - 1000YR 5/25/2012 12:52:19 PM k) ) (1 71 2. 91 k ) (N A ) (6 75 .9 7 k) (N A ) (383.40 k) (0.206) (1 1. 05 k ) (N A ) (383.85 k) (0.206) (6 75 .9 7 k) (N A ) (2 9. 82 k ) (0 .1 54 ) (555.29 k) (0.336) (1225.12 k) (0.741) (1460.18 k) (0.884) (- 74 4. 92 k ) (N A ) (1451.34 k) (0.878) (-288.86 k) (NA) (349.19 k) (0.211) (591.77 k) (0.358) (- 32 7. 26 k ) (N A ) (- 70 4. 00 k ) (N A ) (-4 69 .88 k) (N A) (- 17 6. 00 k ) (N A ) (- 26 2. 00 k ) (N A ) (782.17 k) (0.473) (429.24 k) (0.260) (1 .5 7 k) (0 .0 08 ) (1001.83 k) (0.537) (1002.07 k) (0.537) (2 65 .4 3 k) (0 .6 86 ) (1007.22 k) (0.540) (1311.42 k) (0.703) (2 65 .4 3 k) (0 .6 86 ) (242.97 k) (0.147) (1 21 .2 4 k) (0 .6 27 ) (555.29 k) (0.336) (2 5. 20 k ) (0 .0 43 ) (5 56 .8 3 k) (0 .9 60 ) (1 71 2. 91 k ) (N A ) (-2 40 8.3 8 k ) (N A) (-7 18 .4 8 k) (N A) (-370.11 k) (NA) (1562.66 k) (0.946) (-1693.00 k) (NA) (-1385.01 k) (N A) (-939.79 k) (NA) (-460.99 k) (N A) (-1528.08 k) (NA) (-367.89 k) (NA) (-5 17 .9 4 k) (N A) (- 33 17 .0 0 k) (N A ) (-1 17 5.0 0 k ) (N A) (- 99 2. 00 k ) (N A ) (-1 17 5.0 0 k ) (N A) (5 20 .5 8 k) (0 .8 97 ) (1562.66 k) (0.946) (1004.64 k) (0.608) (273.79 k) (0.166) (782.17 k) (0.473) (-7 63 .15 k) (N A) (-7 27 .6 4 k) (N A) k) ) k) ) k) (-8 11 .98 k) (N A) (-182.18 k) (N A) (8 3. 00 k ) (0 .4 29 ) (-1 05 .6 7 k) (N A) (291.44 k) (0.176) (-3 01 4. 05 k) (N A) (- 74 2. 08 k ) (N A ) (-7 83 .49 k) (NA ) (1 12 .3 4 k) (0 .5 81 ) (570.09 k) (0.345) (440.73 k) (0.267) (-171.33 k) (NA) (1 12 .3 4 k) (0 .5 81 ) (-171.33 k) (NA) (207.82 k) (0.126) (1433.65 k) (0.769) (1 8. 34 k ) (0 .0 95 ) (56.78 k) (0.034) (78.45 k) (0.047) (-28.39 k) (NA) (-477.68 k) (NA) (- 22 2. 93 k ) (N A ) (-3 80 .67 k) (N A) (-296.38 k) (NA) (1292.34 k) (0.693) (1460.18 k) (0.884) (438.85 k) (0.266) (591.37 k) (0.358) (337.18 k) (0.204) (356.84 k) (0.216) (-1 55 .71 k) (N A) N4 N5 N6 N7 N10 N11 N33 N37 12 06 .0 0 k N38 2 83 .0 0 k N39 83 .0 0 k N40 N42 N47 24 71 .0 0 k N48 6 90 .0 0 k N49 3 92 .0 0 k N50 94 .0 0 k N51N82 N83 N84 N85 N88 N89 N91 N94 (- 32 7. 26 k ) N1067 04 .0 0 k N107 N108 17 6. 00 k N109 2 62 .0 0 k N110 N121 N123 N125 N126 N129 N134 N135 1693.00 k N138 33 17 .0 0 k N153 11 75 .00 k N154 99 2. 00 k N155 11 75 .00 k N156 N157 N158 N162 N165 N166N167N168 X Y NA 0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500 0.550 0.600 0.650 0.700 0.750 0.800 0.850 0.900 0.950 1.000 O/S 166 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 500yr Ties фt D/Cmax 0.90 1.02 e le m e n t  ID te n si le  d e m a n d a re a  o f  st e e l y ie ld  s tr e n g th  o f  st e e l st re ss  i n  s te e l st ra in  i n  s te e l n o m in a l  ca p a ci ty  o f  ti e ;  5 .6 .3 .4 .1 ‐1 fa ct o re d  r e si st a n ce   o f  ti e ;  5 .6 .3 .2 ‐1 d e m a n d ‐c a p a ci ty   ra ti o ID Pu As fy s Ԑs Pn Pr D/C k in 2 ksi ksi in/in k k E1000 339 27.00 60 12.6 0.0004 1620 1458 0.23 E1001 689 27.00 60 25.5 0.0009 1620 1458 0.47 E1002 1018 27.00 60 37.7 0.0013 1620 1458 0.70 E1003 1018 27.00 60 37.7 0.0013 1620 1458 0.70 E1004 853 27.00 60 31.6 0.0011 1620 1458 0.59 E1006 1156 27.00 60 42.8 0.0015 1620 1458 0.79 E1007 1156 27.00 60 42.8 0.0015 1620 1458 0.79 E1008 833 27.00 60 30.9 0.0011 1620 1458 0.57 E1009 553 27.00 60 20.5 0.0007 1620 1458 0.38 E1011 1226 27.00 60 45.4 0.0016 1620 1458 0.84 E1012 1226 27.00 60 45.4 0.0016 1620 1458 0.84 E1013 761 27.00 60 28.2 0.0010 1620 1458 0.52 E1014 396 27.00 60 14.7 0.0005 1620 1458 0.27 E1016 120 27.00 60 4.4 0.0002 1620 1458 0.08 E1017 389 27.00 60 14.4 0.0005 1620 1458 0.27 E1019 340 27.00 60 12.6 0.0004 1620 1458 0.23 E1020 95 27.00 60 3.5 0.0001 1620 1458 0.07 E1021 123 27.00 60 4.6 0.0002 1620 1458 0.08 E1022 235 27.00 60 8.7 0.0003 1620 1458 0.16 E1023 347 27.00 60 12.8 0.0004 1620 1458 0.24 E2001 346 9.48 60 36.5 0.0013 569 512 0.68 E2003 346 9.48 60 36.5 0.0013 569 512 0.68 E2007 205 6.32 60 32.4 0.0011 379 341 0.60 E2011 1463 26.66 60 54.9 0.0019 1600 1440 1.02 E2013 313 6.32 60 49.5 0.0017 379 341 0.92 E2015 275 26.66 60 10.3 0.0004 1600 1440 0.19 E2017 471 9.48 60 49.6 0.0017 569 512 0.92 E2020 1462 26.66 60 54.8 0.0019 1600 1440 1.02 E2022 434 9.48 60 45.8 0.0016 569 512 0.85 E2024 530 26.66 60 19.9 0.0007 1600 1440 0.37 E2027 26 3.16 60 8.2 0.0003 190 171 0.15 E2029 195 6.32 60 30.9 0.0011 379 341 0.57 E2032 63 3.16 60 19.9 0.0007 190 171 0.37 E2034 24 3.16 60 7.6 0.0003 190 171 0.14 E2036 97 3.16 60 30.7 0.0011 190 171 0.57 E2038 97 3.16 60 30.7 0.0011 190 171 0.57 E3002 281 27.00 60 10.4 0.0004 1620 1458 0.19 E3003 423 27.00 60 15.7 0.0005 1620 1458 0.29 E3004 435 27.00 60 16.1 0.0006 1620 1458 0.30 E3005 429 27.00 60 15.9 0.0005 1620 1458 0.29 E3015 17 27.00 60 0.6 0.0000 1620 1458 0.01 E3016 422 27.00 60 15.6 0.0005 1620 1458 0.29 E3017 265 27.00 60 9.8 0.0003 1620 1458 0.18 E3018 688 27.00 60 25.5 0.0009 1620 1458 0.47 E3019 688 27.00 60 25.5 0.0009 1620 1458 0.47 E3020 452 27.00 60 16.7 0.0006 1620 1458 0.31 E3021 452 27.00 60 16.7 0.0006 1620 1458 0.31 E3022 439 27.00 60 16.3 0.0006 1620 1458 0.30 E3023 1031 27.00 60 38.2 0.0013 1620 1458 0.71 E3024 1222 27.00 60 45.3 0.0016 1620 1458 0.84 E3025 1222 27.00 60 45.3 0.0016 1620 1458 0.84 E3026 1213 27.00 60 44.9 0.0015 1620 1458 0.83 E3028 344 27.00 60 12.7 0.0004 1620 1458 0.24 E3029 544 27.00 60 20.1 0.0007 1620 1458 0.37 E3030 516 27.00 60 19.1 0.0007 1620 1458 0.35 E3031 404 27.00 60 15.0 0.0005 1620 1458 0.28 E4010 293 6.32 60 46.4 0.0016 379 341 0.86 E4012 23 6.32 60 3.6 0.0001 379 341 0.07 E4016 685 21.92 60 31.3 0.0011 1315 1184 0.58 E4018 321 6.32 60 50.8 0.0018 379 341 0.94 E4020 2 21.92 60 0.1 0.0000 1315 1184 0.00 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 1/12 167 EKristof Callout D/C of 1.02 OK because of the following: - expected material properties could be used to increase capacity - D/C of 1.02 occurs at shear lug location, but does not account for additional steel from approach shear lugs (not currently detailed) EKristof Line EKristof Line Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 500yr Ties фt D/Cmax 0.90 1.02 e le m e n t  ID te n si le  d e m a n d a re a  o f  st e e l y ie ld  s tr e n g th  o f  st e e l st re ss  i n  s te e l st ra in  i n  s te e l n o m in a l  ca p a ci ty  o f  ti e ;  5 .6 .3 .4 .1 ‐1 fa ct o re d  r e si st a n ce   o f  ti e ;  5 .6 .3 .2 ‐1 d e m a n d ‐c a p a ci ty   ra ti o ID Pu As fy s Ԑs Pn Pr D/C k in 2 ksi ksi in/in k k E4021 26 6.32 60 4.0 0.0001 379 341 0.07 E4022 11 21.92 60 0.5 0.0000 1315 1184 0.01 E4023 530 21.92 60 24.2 0.0008 1315 1184 0.45 E4025 1 3.16 60 0.4 0.0000 190 171 0.01 E4026 26 3.16 60 8.2 0.0003 190 171 0.15 E4027 186 6.32 60 29.4 0.0010 379 341 0.54 E5006 389 30.48 60 12.8 0.0004 1829 1646 0.24 E5007 389 30.48 60 12.8 0.0004 1829 1646 0.24 E5008 389 30.48 60 12.8 0.0004 1829 1646 0.24 E5009 389 30.48 60 12.8 0.0004 1829 1646 0.24 E5010 866 30.48 60 28.4 0.0010 1829 1646 0.53 E5011 866 30.48 60 28.4 0.0010 1829 1646 0.53 E5012 871 30.48 60 28.6 0.0010 1829 1646 0.53 E5013 1086 30.48 60 35.6 0.0012 1829 1646 0.66 E5014 1070 30.48 60 35.1 0.0012 1829 1646 0.65 E5015 1131 30.48 60 37.1 0.0013 1829 1646 0.69 Anc_N‐N_A 821 18.66 133 44.0 0.0015 2488 2239 0.37 Anc_N‐N_B 176 7.46 133 23.6 0.0008 995 896 0.20 Anc_N‐N_C 24 7.46 133 3.2 0.0001 995 896 0.03 Anc_N‐N_D 0 7.46 133 0.0 0.0000 995 896 0.00 Anc_N‐S_A 1689 18.66 133 90.5 0.0031 2488 2239 0.75 Anc_N‐S_B 455 7.46 133 61.0 0.0021 995 896 0.51 Anc_N‐S_C 234 7.46 133 31.4 0.0011 995 896 0.26 Anc_N‐S_D 13 7.46 133 1.7 0.0001 995 896 0.01 Anc_S‐N_A 994 18.66 133 53.3 0.0018 2488 2239 0.44 Anc_S‐N_B 230 7.46 133 30.8 0.0011 995 896 0.26 Anc_S‐N_C 63 7.46 133 8.4 0.0003 995 896 0.07 Anc_S‐N_D 0 7.46 133 0.0 0.0000 995 896 0.00 Anc_S‐S_A 2059 18.66 133 110.4 0.0038 2488 2239 0.92 Anc_S‐S_B 574 7.46 133 76.9 0.0027 995 896 0.64 Anc_S‐S_C 73 7.46 133 9.8 0.0003 995 896 0.08 Anc_S‐S_D 0 7.46 133 0.0 0.0000 995 896 0.00 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 2/12 168 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 500yr Struts фc 0.70 e le m e n t  ID te n si le  d e m a n d co n cr e te   co m p re ss iv e  s tr e n g th a d ja ce n t  co n tr o ll in g   n o d e  t y p e a n g le  o f  st ru t le n g th  o f  b e a ri n g /a n ch o ra g e h e ig h t  a n ch o ra g e /s tr u t d e p th  o f  st ru t ca lc u la te d  w id th  o f  st ru t u se r‐ d e fi n e d  w id th   o f  st ru t a re a  o f  st ru t e le m e n t  ID  o f  fi rs t  a d jo in in g  t e n si o n  t ie st ra in  i n  f ir st   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  f ir st  a d jo in in g   te n si o n  t ie ID Pu f'c Node θs l b / l a h a / h s d wcalc wuser Ac TA ԐA αA k ksi ° in in in in in in 2 in/in ° E1005 ‐94 6.00 CCT 80.0 0.0 7.8 620 E2007 0.0011 90.0 E1010 ‐437 6.00 CCT 80.0 0.0 7.8 620 E2017 0.0017 90.0 E2000 ‐485 6.00 CTT 80.0 0.0 6.0 480 E1000 0.0004 45.0 E2002 ‐492 6.00 CTT 80.0 0.0 6.0 480 E2004 ‐478 6.00 CTT 80.0 0.0 6.0 480 E2003 0.0013 45.0 E2005 ‐1099 6.00 CTT 80.0 0.0 10.0 800 E1003 0.0013 81.4 E2006 ‐1277 6.00 CTT 80.0 0.0 10.0 800 E2007 0.0011 48.0 E2008 ‐713 6.00 CTT 80.0 0.0 6.0 480 E2007 0.0011 42.3 E2009 ‐471 6.00 CCT 80.0 0.0 6.0 480 E1006 0.0015 90.0 E2010 ‐544 6.00 CTT 80.0 0.0 6.0 480 E2011 0.0019 31.5 E2012 ‐450 6.00 CTT 80.0 0.0 6.0 480 E2011 0.0019 46.0 E2014 ‐393 6.00 CTT 80.0 0.0 6.0 480 E1008 0.0011 45.0 E2016 ‐1184 6.00 CTT 80.0 0.0 10.0 800 E1009 0.0007 33.3 E2018 ‐602 6.00 CTT 80.0 0.0 6.0 480 E2017 0.0017 42.5 E2019 ‐1192 6.00 CTT 80.0 0.0 12.0 960 E1011 0.0016 58.5 E2021 ‐636 6.00 CTT 80.0 0.0 6.0 480 E2022 0.0016 47.0 E2023 ‐606 6.00 CTT 80.0 0.0 6.0 480 E2022 0.0016 44.3 E2025 ‐113 6.00 CTT 80.0 0.0 3.0 240 E2024 0.0007 31.5 E2026 ‐430 6.00 CTT 80.0 0.0 6.0 480 E1014 0.0005 42.2 E2028 ‐16 6.00 CTT 80.0 0.0 3.0 240 E2029 0.0011 54.0 E2030 ‐333 6.00 CTT 80.0 0.0 3.0 240 E3022 0.0006 36.0 E2031 ‐80 6.00 CTT 80.0 0.0 3.0 240 E3023 0.0013 51.8 E2033 ‐773 6.00 CTT 80.0 0.0 6.0 480 E1019 0.0004 71.6 E2035 ‐37 6.00 CTT 80.0 0.0 3.0 240 E3029 0.0007 40.3 E2037 ‐148 6.00 CTT 80.0 0.0 3.0 240 E3030 0.0007 41.0 E2039 ‐148 6.00 CTT 80.0 0.0 3.0 240 E3031 0.0005 41.0 E2040 ‐483 6.00 CTT 80.0 0.0 3.0 240 E1023 0.0004 44.0 E3000 ‐339 6.00 CCT 80.0 0.0 14.0 1120 E2001 0.0013 90.0 E3001 ‐689 6.00 CCT 80.0 0.0 14.0 1120 E2003 0.0013 90.0 E3006 ‐1078 6.00 CCT 80.0 0.0 14.0 1120 E3007 ‐668 6.00 CCC 80.0 0.0 14.0 1120 E3008 ‐529 6.00 CCC 80.0 0.0 14.0 1120 E3009 ‐525 6.00 CCT 80.0 0.0 14.0 1120 E4010 0.0016 90.0 E3010 ‐584 6.00 CTT 80.0 0.0 14.0 1120 E2007 0.0011 90.0 E3011 ‐454 6.00 CTT 80.0 0.0 14.0 1120 E2007 0.0011 90.0 E3012 ‐43 6.00 CTT 80.0 0.0 14.0 1120 E2011 0.0019 90.0 E3013 ‐4 6.00 CTT 80.0 0.0 14.0 1120 E2011 0.0019 90.0 E3014 ‐206 6.00 CTT 80.0 0.0 14.0 1120 E2013 0.0017 90.0 E3027 ‐187 6.00 CTT 80.0 0.0 14.0 1120 E2034 0.0003 90.0 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 3/12 169 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 500yr Struts e le m e n t  ID ID E1005 E1010 E2000 E2002 E2004 E2005 E2006 E2008 E2009 E2010 E2012 E2014 E2016 E2018 E2019 E2021 E2023 E2025 E2026 E2028 E2030 E2031 E2033 E2035 E2037 E2039 E2040 E3000 E3001 E3006 E3007 E3008 E3009 E3010 E3011 E3012 E3013 E3014 E3027 D/Cmax 0.98 e le m e n t  ID  o f  se co n d   a d jo in in g  t e n si o n  t ie st ra in  i n  s e co n d   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  s e co n d  a d jo in in g   te n si o n  t ie 5 .6 .3 .3 .3 ‐2 li m it in g  c o m p re ss iv e   st re ss ;  5 .6 .3 .3 .3 ‐1 li m it in g  n o d a l  st re ss ;  5 .6 .3 .5 fa ct o re d  l im it in g   co m p re ss iv e  s tr e ss n o m in a l  co m p re ss iv e   re si st a n ce ;  5 .6 .3 .3 .1 ‐1 fa ct o re d  c o m p re ss iv e   re si st a n ce ;  5 .6 .3 .2 ‐1 m in im u m  s tr u t  w id th m in im u m  s tr u t  a re a d e m a n d ‐c a p a ci ty   ra ti o TB ԐB αB Ԑ1 fcu fcu node фc∙fcu Pn Pr wc min Ac min D/C in/in ° in/in ksi ksi ksi k k in in 2 0.0011 5.10 4.50 3.15 3162 2213 0.4 30 0.04 0.0017 5.10 4.50 3.15 3162 2213 1.7 139 0.20 E2001 0.0013 45.0 0.0045 3.83 3.90 2.68 1836 1286 2.3 181 0.38 E1001 0.0009 45.0 0.0038 4.17 3.90 2.73 2001 1401 2.3 180 0.35 E1002 0.0013 45.0 0.0046 3.79 3.90 2.65 1821 1274 2.2 180 0.37 E3005 0.0005 81.4 0.0014 5.10 3.90 2.73 4080 2856 5.0 403 0.38 E1004 0.0011 42.0 0.0049 3.67 3.90 2.57 2939 2057 6.2 497 0.62 0.0049 3.68 3.90 2.58 1768 1237 3.5 276 0.58 0.0015 5.10 4.50 3.15 2448 1714 1.9 150 0.27 E1006 0.0015 58.5 0.0123 2.08 3.90 1.46 999 699 4.7 374 0.78 E1007 0.0015 44.0 0.0055 3.45 3.90 2.42 1657 1160 2.3 186 0.39 E2015 0.0004 45.0 0.0041 4.00 3.90 2.73 1918 1342 1.8 144 0.29 E2017 0.0017 56.7 0.0070 3.02 3.90 2.11 2416 1692 7.0 560 0.70 E3016 0.0005 47.5 0.0061 3.26 3.90 2.28 1563 1094 3.3 264 0.55 E2020 0.0019 31.5 0.0123 2.08 3.90 1.46 1998 1399 10.2 818 0.85 E2020 0.0019 47.0 0.0053 3.54 3.90 2.48 1697 1188 3.2 257 0.54 E1013 0.0010 45.7 0.0053 3.51 3.90 2.46 1687 1181 3.1 246 0.51 E3019 0.0009 58.5 0.0078 2.81 3.90 1.97 675 473 0.7 57 0.24 E3020 0.0006 47.7 0.0036 4.27 3.90 2.73 2051 1436 2.0 158 0.30 E3021 0.0006 36.0 0.0055 3.47 3.90 2.43 833 583 0.1 7 0.03 E2029 0.0011 54.0 0.0054 3.49 3.90 2.44 837 586 1.7 136 0.57 E2032 0.0007 38.2 0.0050 3.63 3.90 2.54 870 609 0.4 32 0.13 E3026 0.0015 71.6 0.0019 5.10 3.90 2.73 2448 1714 3.5 283 0.45 E2036 0.0011 49.7 0.0044 3.86 3.90 2.70 926 648 0.2 14 0.06 E2038 0.0011 49.0 0.0042 3.97 3.90 2.73 954 668 0.7 54 0.22 E2038 0.0011 49.0 0.0038 4.13 3.90 2.73 991 693 0.7 54 0.21 0.0031 4.54 3.90 2.73 1090 763 2.2 177 0.63 E2003 0.0013 90.0 0.0013 5.10 4.50 3.15 5712 3998 1.3 108 0.08 0.0013 5.10 4.50 3.15 5712 3998 2.7 219 0.17 0.0000 5.10 4.50 3.15 5712 3998 4.3 342 0.27 0.0000 5.10 5.10 3.57 5712 3998 2.3 187 0.17 0.0000 5.10 5.10 3.57 5712 3998 1.9 148 0.13 0.0016 5.10 4.50 3.15 5712 3998 2.1 167 0.13 E4012 0.0001 90.0 0.0011 5.10 3.90 2.73 5712 3998 2.7 214 0.15 E4012 0.0001 90.0 0.0011 5.10 3.90 2.73 5712 3998 2.1 166 0.11 E4016 0.0011 90.0 0.0019 5.10 3.90 2.73 5712 3998 0.2 16 0.01 E4018 0.0018 90.0 0.0019 5.10 3.90 2.73 5712 3998 0.0 1 0.00 E4018 0.0018 90.0 0.0018 5.10 3.90 2.73 5712 3998 0.9 75 0.05 0.0003 5.10 3.90 2.73 5712 3998 0.9 68 0.05 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 4/12 170 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 500yr Struts фc 0.70 e le m e n t  ID te n si le  d e m a n d co n cr e te   co m p re ss iv e  s tr e n g th a d ja ce n t  co n tr o ll in g   n o d e  t y p e a n g le  o f  st ru t le n g th  o f  b e a ri n g /a n ch o ra g e h e ig h t  a n ch o ra g e /s tr u t d e p th  o f  st ru t ca lc u la te d  w id th  o f  st ru t u se r‐ d e fi n e d  w id th   o f  st ru t a re a  o f  st ru t e le m e n t  ID  o f  fi rs t  a d jo in in g  t e n si o n  t ie st ra in  i n  f ir st   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  f ir st  a d jo in in g   te n si o n  t ie ID Pu f'c Node θs l b / l a h a / h s d wcalc wuser Ac TA ԐA αA k ksi ° in in in in in in 2 in/in ° E4000 ‐1746 6.00 CTT 80.0 0.0 10.0 800 E3002 0.0004 42.0 E4001 ‐226 6.00 CTT 80.0 0.0 2.0 160 E3003 0.0005 51.0 E4002 ‐27 6.00 CTT 80.0 0.0 1.0 80 E3004 0.0006 63.0 E4003 ‐1100 6.00 CTT 80.0 0.0 10.0 800 E3004 0.0006 81.0 E4004 ‐2272 6.00 CCT 80.0 0.0 16.0 1280 E3005 0.0005 44.9 E4005 ‐135 6.00 CCT 80.0 0.0 2.0 160 A E4006 ‐613 6.00 CCT 80.0 0.0 6.0 480 E4007 ‐272 6.00 CCT 80.0 0.0 3.0 240 E4008 ‐14 6.00 CCT 80.0 0.0 1.0 80 A E4009 ‐1528 6.00 CCT 80.0 0.0 10.0 800 E4010 0.0016 41.2 E4011 ‐492 6.00 CTT 80.0 0.0 6.0 480 E4010 0.0016 45.0 E4013 ‐43 6.00 CTT 80.0 0.0 3.0 240 E4012 0.0001 45.6 E4015 ‐622 6.00 CCT 80.0 0.0 6.0 480 E4016 0.0011 45.0 E4017 ‐559 6.00 CTT 80.0 0.0 6.0 480 E4016 0.0011 59.5 E4019 ‐855 6.00 CTT 80.0 0.0 9.0 720 E5006 0.0004 24.0 E4024 ‐625 6.00 CTT 80.0 0.0 6.0 480 E3019 0.0009 41.7 E4028 ‐270 6.00 CTT 80.0 0.0 3.0 240 Anc_S‐N_A 0.0018 52.7 E4029 ‐185 6.00 CTT 80.0 0.0 3.0 240 E3023 0.0013 90.0 E4030 ‐1368 6.00 CTT 80.0 0.0 8.0 640 E3023 0.0013 41.3 E4031 ‐299 6.00 CTT 80.0 0.0 3.0 240 E3024 0.0016 50.2 E4032 ‐776 6.00 CTT 80.0 0.0 6.0 480 E3025 0.0016 71.0 E4033 ‐2473 6.00 CTT 80.0 0.0 18.0 1440 E3026 0.0015 45.5 E4034 ‐428 6.00 CTT 80.0 0.0 3.0 240 E5015 0.0013 39.1 E4035 ‐782 6.00 CTT 80.0 0.0 6.0 480 Anc_S‐S_B 0.0027 42.7 E4036 ‐380 6.00 CTT 80.0 0.0 3.0 240 Anc_S‐S_C 0.0003 31.7 E4037 ‐772 6.00 CTT 80.0 0.0 6.0 480 E3031 0.0005 34.1 E5000 ‐410 6.00 CCC 80.0 0.0 8.5 680 E5001 ‐810 6.00 CCT 80.0 0.0 8.5 680 E5002 ‐457 6.00 CCT 80.0 0.0 8.5 680 E4010 0.0016 79.3 E5003 ‐425 6.00 CCT 80.0 0.0 8.5 680 E4012 0.0001 79.4 E5005 ‐380 6.00 CCT 80.0 0.0 8.5 680 E4016 0.0011 84.1 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 5/12 171 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 500yr Struts e le m e n t  ID ID E4000 E4001 E4002 E4003 E4004 E4005 E4006 E4007 E4008 E4009 E4011 E4013 E4015 E4017 E4019 E4024 E4028 E4029 E4030 E4031 E4032 E4033 E4034 E4035 E4036 E4037 E5000 E5001 E5002 E5003 E5005 D/Cmax 0.98 e le m e n t  ID  o f  se co n d   a d jo in in g  t e n si o n  t ie st ra in  i n  s e co n d   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  s e co n d  a d jo in in g   te n si o n  t ie 5 .6 .3 .3 .3 ‐2 li m it in g  c o m p re ss iv e   st re ss ;  5 .6 .3 .3 .3 ‐1 li m it in g  n o d a l  st re ss ;  5 .6 .3 .5 fa ct o re d  l im it in g   co m p re ss iv e  s tr e ss n o m in a l  co m p re ss iv e   re si st a n ce ;  5 .6 .3 .3 .1 ‐1 fa ct o re d  c o m p re ss iv e   re si st a n ce ;  5 .6 .3 .2 ‐1 m in im u m  s tr u t  w id th m in im u m  s tr u t  a re a d e m a n d ‐c a p a ci ty   ra ti o TB ԐB αB Ԑ1 fcu fcu node фc∙fcu Pn Pr wc min Ac min D/C in/in ° in/in ksi ksi ksi k k in in 2 Anc_N‐N_A 0.0015 48.0 0.0044 3.89 3.90 2.72 3111 2178 8.0 642 0.80 Anc_N‐N_B 0.0008 39.0 0.0051 3.60 3.90 2.52 576 403 1.1 90 0.56 Anc_N‐N_C 0.0001 27.0 0.0082 2.73 3.90 1.91 218 153 0.2 14 0.18 0.0006 5.10 3.90 2.73 4080 2856 5.0 403 0.39 Anc_N‐S_A 0.0031 45.1 0.0082 2.73 4.50 1.91 3498 2449 14.8 1188 0.93 Anc_N‐S_A 0.0031 50.6 0.0066 3.13 4.50 2.19 500 350 0.8 62 0.39 Anc_N‐S_B 0.0021 42.0 0.0072 2.97 4.50 2.08 1427 999 3.7 294 0.61 Anc_N‐S_C 0.0011 30.8 0.0098 2.44 4.50 1.71 586 410 2.0 159 0.66 Anc_N‐S_D 0.0001 16.1 0.0248 1.20 4.50 0.84 96 67 0.2 16 0.20 0.0063 3.21 4.50 2.25 2566 1796 8.5 681 0.85 E4012 0.0001 45.0 0.0052 3.56 3.90 2.49 1710 1197 2.5 197 0.41 0.0022 5.10 3.90 2.73 1224 857 0.2 16 0.05 0.0042 3.98 4.50 2.79 1912 1338 2.8 223 0.47 E4018 0.0018 59.5 0.0031 4.55 3.90 2.73 2184 1529 2.6 205 0.37 E4018 0.0018 64.0 0.0127 2.02 3.90 1.42 1456 1019 7.5 604 0.84 E4023 0.0008 48.3 0.0045 3.83 3.90 2.68 1839 1287 2.9 233 0.49 E4027 0.0010 52.7 0.0041 4.02 3.90 2.73 966 676 1.2 99 0.40 E5013 0.0012 80.0 0.0013 5.10 3.90 2.73 1224 857 0.8 68 0.22 Anc_S‐N_B 0.0011 48.7 0.0056 3.42 3.90 2.39 2189 1532 7.1 572 0.89 Anc_S‐N_C 0.0003 39.7 0.0040 4.04 3.90 2.73 969 678 1.4 110 0.44 E5015 0.0013 71.0 0.0020 5.10 3.90 2.73 2448 1714 3.6 284 0.45 Anc_S‐S_A 0.0038 45.5 0.0094 2.50 3.90 1.75 3600 2520 17.7 1413 0.98 Anc_S‐S_A 0.0038 50.9 0.0076 2.86 3.90 2.00 686 480 2.7 214 0.89 E5015 0.0013 47.2 0.0081 2.75 3.90 1.93 1321 925 5.1 406 0.85 E5015 0.0013 58.2 0.0065 3.16 3.90 2.21 758 531 2.1 172 0.72 E3031 0.0005 34.1 0.0060 3.30 3.90 2.31 1582 1107 4.2 335 0.70 0.0000 5.10 5.10 3.57 3468 2428 1.4 115 0.17 0.0000 5.10 4.50 3.15 3468 2428 3.2 257 0.33 0.0017 5.10 4.50 3.15 3468 2428 1.8 145 0.19 0.0002 5.10 4.50 3.15 3468 2428 1.7 135 0.18 0.0011 5.10 4.50 3.15 3468 2428 1.5 121 0.16 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 6/12 172 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 1000yr Ties фt D/Cmax 1.00 0.99 e le m e n t  ID te n si le  d e m a n d a re a  o f  st e e l y ie ld  s tr e n g th  o f  st e e l st re ss  i n  s te e l st ra in  i n  s te e l o m in a l  ca p a ci ty  o f  ti e ;  5 .6 .3 .4 .1 ‐1 ct o re d  r e si st a n ce   o f  ti e ;  5 .6 .3 .2 ‐1 d e m a n d ‐c a p a ci ty   ra ti o y n o fa d ID Pu As fy s Ԑs Pn Pr D/C k in 2 ksi ksi in/in k k E1000 350 27.00 68 13.0 0.0004 1836 1836 0.19 E1001 711 27.00 68 26.3 0.0009 1836 1836 0.39 E1002 1050 27.00 68 38.9 0.0013 1836 1836 0.57 E1003 1050 27.00 68 38.9 0.0013 1836 1836 0.57 E1004 880 27.00 68 32.6 0.0011 1836 1836 0.48 E1006 1398 27.00 68 51.8 0.0018 1836 1836 0.76 E1007 1398 27.00 68 51.8 0.0018 1836 1836 0.76 E1008 1046 27.00 68 38.8 0.0013 1836 1836 0.57 E1009 745 27.00 68 27.6 0.0010 1836 1836 0.41 E1011 1563 27.00 68 57.9 0.0020 1836 1836 0.85 E1012 1563 27.00 68 57.9 0.0020 1836 1836 0.85 E1013 1005 27.00 68 37.2 0.0013 1836 1836 0.55 E1014 591 27.00 68 21.9 0.0008 1836 1836 0.32 E1016 243 27.00 68 9.0 0.0003 1836 1836 0.13 E1017 357 27.00 68 13.2 0.0005 1836 1836 0.19 E1019 291 27.00 68 10.8 0.0004 1836 1836 0.16 E1020 57 27.00 68 2.1 0.0001 1836 1836 0.03 E1021 78 27.00 68 2.9 0.0001 1836 1836 0.04 E1022 208 27.00 68 7.7 0.0003 1836 1836 0.11 E1023 337 27.00 68 12.5 0.0004 1836 1836 0.18 E2001 357 9.48 68 37.7 0.0013 645 645 0.55 E2003 357 9.48 68 37.7 0.0013 645 645 0.55 E2007 213 6.32 68 33.7 0.0012 430 430 0.50 E2011 1713 26.66 68 64.2 0.0022 1813 1813 0.94 E2013 340 6.32 68 53.9 0.0019 430 430 0.79 E2015 297 26.66 68 11.1 0.0004 1813 1813 0.16 E2017 557 9.48 68 58.7 0.0020 645 645 0.86 E2020 1713 26.66 68 64.3 0.0022 1813 1813 0.94 E2022 521 9.48 68 54.9 0.0019 645 645 0.81 E2024 676 26.66 68 25.4 0.0009 1813 1813 0.37 E2027 121 3.16 68 38.4 0.0013 215 215 0.56 E2029 265 6.32 68 42.0 0.0014 430 430 0.62 E2032 83 3.16 68 26.3 0.0009 215 215 0.39 E2034 18 3.16 68 5.8 0.0002 215 215 0.09 E2036 112 3.16 68 35.6 0.0012 215 215 0.52 E2038 112 3.16 68 35.6 0.0012 215 215 0.52 E3002 448 27.00 68 16.6 0.0006 1836 1836 0.24 E3003 622 27.00 68 23.0 0.0008 1836 1836 0.34 E3004 639 27.00 68 23.6 0.0008 1836 1836 0.35 E3005 632 27.00 68 23.4 0.0008 1836 1836 0.34 E3016 439 27.00 68 16.3 0.0006 1836 1836 0.24 E3017 274 27.00 68 10.1 0.0003 1836 1836 0.15 E3018 782 27.00 68 29.0 0.0010 1836 1836 0.43 E3019 782 27.00 68 29.0 0.0010 1836 1836 0.43 E3020 429 27.00 68 15.9 0.0005 1836 1836 0.23 E3021 555 27.00 68 20.6 0.0007 1836 1836 0.30 E3022 555 27 00 68 20 6 0 0007 1836 1836 0 30E3022 555 27.00 68 20.6 0.0007 1836 1836 0.30 E3023 1225 27.00 68 45.4 0.0016 1836 1836 0.67 E3024 1460 27.00 68 54.1 0.0019 1836 1836 0.80 E3025 1460 27.00 68 54.1 0.0019 1836 1836 0.80 E3026 1451 27.00 68 53.8 0.0019 1836 1836 0.79 E3028 349 27.00 68 12.9 0.0004 1836 1836 0.19 E3029 592 27.00 68 21.9 0.0008 1836 1836 0.32 E3030 570 27.00 68 21.1 0.0007 1836 1836 0.31 E3031 441 27.00 68 16.3 0.0006 1836 1836 0.24 E4010 337 6.32 68 53.3 0.0018 430 430 0.78 E4012 30 6 32 68 4 8 0 0002 430 430 0 07E4012 30 6.32 68 4.8 0.0002 430 430 0.07 E4016 804 21.92 68 36.7 0.0013 1491 1491 0.54 E4018 369 6.32 68 58.3 0.0020 430 430 0.86 E4020 2 21.92 68 0.1 0.0000 1491 1491 0.00 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 7/12 173 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 1000yr Ties фt D/Cmax 1.00 0.99 e le m e n t  ID te n si le  d e m a n d a re a  o f  st e e l y ie ld  s tr e n g th  o f  st e e l st re ss  i n  s te e l st ra in  i n  s te e l o m in a l  ca p a ci ty  o f  ti e ;  5 .6 .3 .4 .1 ‐1 ct o re d  r e si st a n ce   o f  ti e ;  5 .6 .3 .2 ‐1 d e m a n d ‐c a p a ci ty   ra ti o y n o fa d ID Pu As fy s Ԑs Pn Pr D/C k in 2 ksi ksi in/in k k E4021 25 6.32 68 4.0 0.0001 430 430 0.06 E4022 11 21.92 68 0.5 0.0000 1491 1491 0.01 E4023 676 21.92 68 30.8 0.0011 1491 1491 0.45 E4025 2 3.16 68 0.5 0.0000 215 215 0.01 E4026 30 3.16 68 9.4 0.0003 215 215 0.14 E4027 265 6.32 68 42.0 0.0014 430 430 0.62 E5006 384 30.48 68 12.6 0.0004 2073 2073 0.19 E5007 384 30.48 68 12.6 0.0004 2073 2073 0.19 E5008 383 30.48 68 12.6 0.0004 2073 2073 0.18 E5009 384 30.48 68 12.6 0.0004 2073 2073 0.19 E5010 1002 30.48 68 32.9 0.0011 2073 2073 0.48 E5011 1002 30.48 68 32.9 0.0011 2073 2073 0.48 E5012 1007 30.48 68 33.0 0.0011 2073 2073 0.49 E5013 1311 30.48 68 43.0 0.0015 2073 2073 0.63 E5014 1292 30.48 68 42.4 0.0015 2073 2073 0.62 E5015 1434 30.48 68 47.0 0.0016 2073 2073 0.69 Anc_N‐N_A 989 18.66 133 53.0 0.0018 2488 2488 0.40 Anc_N‐N_B 215 7.46 133 28.8 0.0010 995 995 0.22 Anc_N‐N_C 34 7.46 133 4.6 0.0002 995 995 0.03 Anc_N‐N_D 0 7.46 133 0.0 0.0000 995 995 0.00 Anc_N‐S_A 2045 18.66 133 109.6 0.0038 2488 2488 0.82 Anc_N‐S_B 554 7.46 133 74.2 0.0026 995 995 0.56 Anc_N‐S_C 289 7.46 133 38.7 0.0013 995 995 0.29 Anc_N‐S_D 25 7.46 133 3.3 0.0001 995 995 0.03 Anc_S‐N_A 1206 18.66 133 64.6 0.0022 2488 2488 0.48 Anc_S‐N_B 283 7.46 133 37.9 0.0013 995 995 0.28 Anc_S‐N_C 83 7.46 133 11.1 0.0004 995 995 0.08 Anc_S‐N_D 0 7.46 133 0.0 0.0000 995 995 0.00 Anc_S‐S_A 2471 18.66 133 132.4 0.0046 2488 2488 0.99 Anc_S‐S_B 690 7.46 133 92.5 0.0032 995 995 0.69 Anc_S‐S_C 392 7.46 133 52.5 0.0018 995 995 0.39 Anc_S‐S_D 94 7.46 133 12.6 0.0004 995 995 0.09 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 8/12 174 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 1000yr Struts фc 0.70 e le m e n t  ID te n si le  d e m a n d co n cr e te   co m p re ss iv e  s tr e n g th a d ja ce n t  co n tr o ll in g   n o d e  t y p e a n g le  o f  st ru t le n g th  o f  b e a ri n g /a n ch o ra g e h e ig h t  a n ch o ra g e /s tr u t d e p th  o f  st ru t ca lc u la te d  w id th  o f  st ru t u se r‐ d e fi n e d  w id th   o f  st ru t a re a  o f  st ru t e le m e n t  ID  o f  fi rs t  a d jo in in g  t e n si o n  t ie st ra in  i n  f ir st   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  f ir st  a d jo in in g   te n si o n  t ie ID Pu f'c Node θs l b / l a h a / h s d wcalc wuser Ac TA ԐA αA k ksi ° in in in in in in 2 in/in ° E1005 ‐116 7.80 CCT 80.0 0.0 7.8 620 E2007 0.0012 90.0 E1010 ‐370 7.80 CCT 80.0 0.0 7.8 620 E2017 0.0020 90.0 E2000 ‐500 7.80 CTT 80.0 0.0 6.0 480 E1000 0.0004 45.0 E2002 ‐508 7.80 CTT 80.0 0.0 6.0 480 E2004 ‐493 7.80 CTT 80.0 0.0 6.0 480 E2003 0.0013 45.0 E2005 ‐1136 7.80 CTT 80.0 0.0 10.0 800 E1003 0.0013 81.4 E2006 ‐1344 7.80 CTT 80.0 0.0 10.0 800 E2007 0.0012 48.0 E2008 ‐782 7.80 CTT 80.0 0.0 6.0 480 E2007 0.0012 42.3 E2009 ‐566 7.80 CCT 80.0 0.0 6.0 480 E1006 0.0018 90.0 E2010 ‐666 7.80 CTT 80.0 0.0 6.0 480 E2011 0.0022 31.5 E2012 ‐489 7.80 CTT 80.0 0.0 6.0 480 E2011 0.0022 46.0 E2014 ‐423 7.80 CTT 80.0 0.0 6.0 480 E1008 0.0013 45.0 E2016 ‐1334 7.80 CTT 80.0 0.0 10.0 800 E1009 0.0010 33.3 E2018 ‐718 7.80 CTT 80.0 0.0 6.0 480 E2017 0.0020 42.5 E2019 ‐1385 7.80 CTT 80.0 0.0 12.0 960 E1011 0.0020 58.5 E2021 ‐763 7.80 CTT 80.0 0.0 6.0 480 E2022 0.0019 47.0 E2023 ‐728 7.80 CTT 80.0 0.0 6.0 480 E2022 0.0019 44.3 E2025 ‐182 7.80 CTT 80.0 0.0 3.0 240 E2024 0.0009 31.5 E2026 ‐518 7.80 CTT 80.0 0.0 6.0 480 E1014 0.0008 42.2 E2028 ‐156 7.80 CTT 80.0 0.0 3.0 240 E2029 0.0014 54.0 E2030 ‐296 7.80 CTT 80.0 0.0 3.0 240 E3022 0.0007 36.0 E2031 ‐106 7.80 CTT 80.0 0.0 3.0 240 E3023 0.0016 51.8 E2033 ‐742 7.80 CTT 80.0 0.0 6.0 480 E1019 0.0004 71.6 E2035 ‐28 7.80 CTT 80.0 0.0 3.0 240 E3029 0.0008 40.3 E2037 ‐171 7.80 CTT 80.0 0.0 3.0 240 E3030 0.0007 41.0 E2039 ‐171 7.80 CTT 80.0 0.0 3.0 240 E3031 0.0006 41.0 E2040 ‐470 7.80 CTT 80.0 0.0 3.0 240 E1023 0.0004 44.0 E3000 ‐350 7.80 CCT 80.0 0.0 14.0 1120 E2001 0.0013 90.0 E3001 ‐711 7.80 CCT 80.0 0.0 14.0 1120 E2003 0.0013 90.0 E3006 ‐1225 7.80 CCT 80.0 0.0 14.0 1120 E3007 ‐726 7.80 CCC 80.0 0.0 14.0 1120 E3008 ‐554 7.80 CCC 80.0 0.0 14.0 1120 E3009 ‐547 7.80 CCT 80.0 0.0 14.0 1120 E4010 0.0018 90.0 E3010 ‐634 7.80 CTT 80.0 0.0 14.0 1120 E2007 0.0012 90.0 E3011 ‐508 7.80 CTT 80.0 0.0 14.0 1120 E2007 0.0012 90.0 E3012 ‐21 7.80 CTT 80.0 0.0 14.0 1120 E2011 0.0022 90.0 E3013 ‐17 7.80 CTT 80.0 0.0 14.0 1120 E2011 0.0022 90.0 E3014 ‐269 7.80 CTT 80.0 0.0 14.0 1120 E2013 0.0019 90.0 E3015 ‐44 7.80 CTT 80.0 0.0 14.0 1120 E2013 0.0019 90.0 E3027 ‐289 7.80 CTT 80.0 0.0 14.0 1120 E2034 0.0002 90.0 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 9/12 175 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 1000yr Struts e le m e n t  ID ID E1005 E1010 E2000 E2002 E2004 E2005 E2006 E2008 E2009 E2010 E2012 E2014 E2016 E2018 E2019 E2021 E2023 E2025 E2026 E2028 E2030 E2031 E2033 E2035 E2037 E2039 E2040 E3000 E3001 E3006 E3007 E3008 E3009 E3010 E3011 E3012 E3013 E3014 E3015 E3027 D/Cmax 0.99 e le m e n t  ID  o f  se co n d   a d jo in in g  t e n si o n  t ie st ra in  i n  s e co n d   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  s e co n d  a d jo in in g   te n si o n  t ie 5 .6 .3 .3 .3 ‐2 li m it in g  c o m p re ss iv e   st re ss ;  5 .6 .3 .3 .3 ‐1 li m it in g  n o d a l  st re ss ;  5 .6 .3 .5 fa ct o re d  l im it in g   co m p re ss iv e  s tr e ss n o m in a l  co m p re ss iv e   re si st a n ce ;  5 .6 .3 .3 .1 ‐1 fa ct o re d  c o m p re ss iv e   re si st a n ce ;  5 .6 .3 .2 ‐1 m in im u m  s tr u t  w id th m in im u m  s tr u t  a re a d e m a n d ‐c a p a ci ty   ra ti o TB ԐB αB Ԑ1 fcu fcu node фc∙fcu Pn Pr wc min Ac min D/C in/in ° in/in ksi ksi ksi k k in in 2 0.0012 6.63 5.85 4.10 4111 2877 0.4 28 0.04 0.0020 6.63 5.85 4.10 4111 2877 1.1 90 0.13 E2001 0.0013 45.0 0.0046 4.93 5.07 3.45 2367 1657 1.8 145 0.30 E1001 0.0009 45.0 0.0038 5.38 5.07 3.55 2584 1809 1.8 143 0.28 E1002 0.0013 45.0 0.0047 4.89 5.07 3.42 2346 1642 1.8 144 0.30 E3005 0.0008 81.4 0.0014 6.63 5.07 3.55 5304 3713 4.0 320 0.31 E1004 0.0011 42.0 0.0050 4.74 5.07 3.32 3790 2653 5.1 405 0.51 0.0050 4.74 5.07 3.31 2273 1591 3.0 236 0.49 0.0018 6.63 5.85 4.10 3182 2228 1.7 138 0.25 E1006 0.0018 58.5 0.0134 2.53 5.07 1.77 1214 850 4.7 376 0.78 E1007 0.0018 44.0 0.0061 4.23 5.07 2.96 2030 1421 2.1 165 0.34 E2015 0.0004 45.0 0.0047 4.89 5.07 3.42 2348 1644 1.5 124 0.26 E2017 0.0020 56.7 0.0078 3.67 5.07 2.57 2937 2056 6.5 519 0.65 E3016 0.0006 47.5 0.0068 3.98 5.07 2.79 1911 1338 3.2 258 0.54 E2020 0.0022 31.5 0.0134 2.53 5.07 1.77 2427 1699 9.8 783 0.82 E2020 0.0022 47.0 0.0059 4.33 5.07 3.03 2080 1456 3.1 252 0.52 E1013 0.0013 45.7 0.0060 4.29 5.07 3.01 2061 1442 3.0 242 0.50 E3019 0.0010 58.5 0.0085 3.47 5.07 2.43 832 582 0.9 75 0.31 E3020 0.0005 47.7 0.0041 5.21 5.07 3.55 2499 1749 1.8 146 0.30 E3021 0.0007 36.0 0.0058 4.35 5.07 3.05 1044 731 0.6 51 0.21 E2029 0.0014 54.0 0.0058 4.35 5.07 3.05 1044 731 1.2 97 0.41 E2032 0.0009 38.2 0.0056 4.45 5.07 3.12 1069 748 0.4 34 0.14 E3026 0.0019 71.6 0.0023 6.57 5.07 3.55 3153 2207 2.6 209 0.34 E2036 0.0012 49.7 0.0046 4.94 5.07 3.46 1185 829 0.1 8 0.03 E2038 0.0012 49.0 0.0043 5.07 5.07 3.55 1218 852 0.6 48 0.20 E2038 0.0012 49.0 0.0040 5.30 5.07 3.55 1272 890 0.6 48 0.19 0.0030 5.93 5.07 3.55 1422 996 1.7 132 0.47 E2003 0.0013 90.0 0.0013 6.63 5.85 4.10 7426 5198 1.1 85 0.07 0.0013 6.63 5.85 4.10 7426 5198 2.2 174 0.14 0.0000 6.63 5.85 4.10 7426 5198 3.7 299 0.24 0.0000 6.63 6.63 4.64 7426 5198 2.0 156 0.14 0.0000 6.63 6.63 4.64 7426 5198 1.5 119 0.11 0.0018 6.63 5.85 4.10 7426 5198 1.7 134 0.11 E4012 0.0002 90.0 0.0012 6.63 5.07 3.55 7426 5198 2.2 179 0.12 E4012 0.0002 90.0 0.0012 6.63 5.07 3.55 7426 5198 1.8 143 0.10 E4016 0.0013 90.0 0.0022 6.63 5.07 3.55 7425 5198 0.1 6 0.00 E4018 0.0020 90.0 0.0022 6.63 5.07 3.55 7425 5198 0.1 5 0.00 E4018 0.0020 90.0 0.0020 6.63 5.07 3.55 7426 5198 0.9 76 0.05 E2015 0.0004 90.0 0.0019 6.63 5.07 3.55 7426 5198 0.2 13 0.01 0.0002 6.63 5.07 3.55 7426 5198 1.0 81 0.06 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 10/12 176 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 1000yr Struts фc 0.70 e le m e n t  ID te n si le  d e m a n d co n cr e te   co m p re ss iv e  s tr e n g th a d ja ce n t  co n tr o ll in g   n o d e  t y p e a n g le  o f  st ru t le n g th  o f  b e a ri n g /a n ch o ra g e h e ig h t  a n ch o ra g e /s tr u t d e p th  o f  st ru t ca lc u la te d  w id th  o f  st ru t u se r‐ d e fi n e d  w id th   o f  st ru t a re a  o f  st ru t e le m e n t  ID  o f  fi rs t  a d jo in in g  t e n si o n  t ie st ra in  i n  f ir st   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  f ir st  a d jo in in g   te n si o n  t ie ID Pu f'c Node θs l b / l a h a / h s d wcalc wuser Ac TA ԐA αA k ksi ° in in in in in in 2 in/in ° E4000 ‐2014 7.80 CTT 80.0 0.0 10.0 800 E3002 0.0006 42.0 E4001 ‐276 7.80 CTT 80.0 0.0 2.0 160 E3003 0.0008 51.0 E4002 ‐38 7.80 CTT 80.0 0.0 1.0 80 E3004 0.0008 63.0 E4003 ‐1137 7.80 CTT 80.0 0.0 10.0 800 E3004 0.0008 81.0 E4004 ‐2772 7.80 CCT 80.0 0.0 16.0 1280 E3005 0.0008 44.9 E4005 ‐140 7.80 CCT 80.0 0.0 2.0 160 A E4006 ‐746 7.80 CCT 80.0 0.0 6.0 480 E4007 ‐336 7.80 CCT 80.0 0.0 3.0 240 E4008 ‐26 7.80 CCT 80.0 0.0 1.0 80 A E4009 ‐1645 7.80 CCT 80.0 0.0 10.0 800 E4010 0.0018 41.2 E4011 ‐563 7.80 CTT 80.0 0.0 6.0 480 E4010 0.0018 45.0 E4013 ‐59 7.80 CTT 80.0 0.0 3.0 240 E4012 0.0002 45.6 E4015 ‐745 7.80 CCT 80.0 0.0 6.0 480 E4016 0.0013 45.0 E4017 ‐642 7.80 CTT 80.0 0.0 6.0 480 E4016 0.0013 59.5 E4019 ‐992 7.80 CTT 80.0 0.0 9.0 720 E5006 0.0004 24.0 E4024 ‐812 7.80 CTT 80.0 0.0 6.0 480 E3019 0.0010 41.7 E4028 ‐381 7.80 CTT 80.0 0.0 3.0 240 Anc_S‐N_A 0.0022 52.7 E4029 ‐223 7.80 CTT 80.0 0.0 3.0 240 E3023 0.0016 90.0 E4030 ‐1528 7.80 CTT 80.0 0.0 8.0 640 E3023 0.0016 41.3 E4031 ‐368 7.80 CTT 80.0 0.0 3.0 240 E3024 0.0019 50.2 E4032 ‐745 7.80 CTT 80.0 0.0 6.0 480 E3025 0.0019 71.0 E4033 ‐3014 7.80 CTT 80.0 0.0 19.0 1520 E3026 0.0019 45.5 E4034 ‐478 7.80 CTT 80.0 0.0 3.0 240 E5015 0.0016 39.1 E4035 ‐940 7.80 CTT 80.0 0.0 6.0 480 Anc_S‐S_B 0.0032 42.7 E4036 ‐461 7.80 CTT 80.0 0.0 3.0 240 Anc_S‐S_C 0.0018 31.7 E4037 ‐783 7.80 CTT 80.0 0.0 6.0 480 E3031 0.0006 34.1 E5000 ‐409 7.80 CCC 80.0 0.0 8.5 680 E5001 ‐988 7.80 CCT 80.0 0.0 8.5 680 E5002 ‐584 7.80 CCT 80.0 0.0 8.5 680 E4010 0.0018 79.3 E5003 ‐540 7.80 CCT 80.0 0.0 8.5 680 E4012 0.0002 79.4 E5005 ‐510 7.80 CCT 80.0 0.0 8.5 680 E4016 0.0013 84.1 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 11/12 177 Sellwood Willamette River Bridge 100% Calculation Books Bent 4 Pedestal Design Strut & Tie Calculations: 1000yr Struts e le m e n t  ID ID E4000 E4001 E4002 E4003 E4004 E4005 E4006 E4007 E4008 E4009 E4011 E4013 E4015 E4017 E4019 E4024 E4028 E4029 E4030 E4031 E4032 E4033 E4034 E4035 E4036 E4037 E5000 E5001 E5002 E5003 E5005 D/Cmax 0.99 e le m e n t  ID  o f  se co n d   a d jo in in g  t e n si o n  t ie st ra in  i n  s e co n d   a d jo in in g  t e n si o n  t ie a n g le  b e tw e e n  s tr u t  a n d  s e co n d  a d jo in in g   te n si o n  t ie 5 .6 .3 .3 .3 ‐2 li m it in g  c o m p re ss iv e   st re ss ;  5 .6 .3 .3 .3 ‐1 li m it in g  n o d a l  st re ss ;  5 .6 .3 .5 fa ct o re d  l im it in g   co m p re ss iv e  s tr e ss n o m in a l  co m p re ss iv e   re si st a n ce ;  5 .6 .3 .3 .1 ‐1 fa ct o re d  c o m p re ss iv e   re si st a n ce ;  5 .6 .3 .2 ‐1 m in im u m  s tr u t  w id th m in im u m  s tr u t  a re a d e m a n d ‐c a p a ci ty   ra ti o TB ԐB αB Ԑ1 fcu fcu node фc∙fcu Pn Pr wc min Ac min D/C in/in ° in/in ksi ksi ksi k k in in 2 Anc_N‐N_A 0.0018 48.0 0.0049 4.76 5.07 3.33 3809 2666 7.6 604 0.76 Anc_N‐N_B 0.0010 39.0 0.0056 4.47 5.07 3.13 715 501 1.1 88 0.55 Anc_N‐N_C 0.0002 27.0 0.0085 3.48 5.07 2.44 279 195 0.2 16 0.19 0.0009 6.63 5.07 3.55 5304 3713 4.0 320 0.31 Anc_N‐S_A 0.0038 45.1 0.0095 3.23 5.85 2.26 4129 2890 15.3 1228 0.96 Anc_N‐S_A 0.0038 50.6 0.0077 3.70 5.85 2.59 593 415 0.7 54 0.34 Anc_N‐S_B 0.0026 42.0 0.0082 3.56 5.85 2.49 1709 1196 3.7 299 0.62 Anc_N‐S_C 0.0013 30.8 0.0107 2.97 5.85 2.08 714 500 2.0 162 0.67 Anc_N‐S_D 0.0001 16.1 0.0255 1.52 5.85 1.06 121 85 0.3 24 0.31 0.0068 3.97 5.85 2.78 3178 2224 7.4 592 0.74 E4012 0.0002 45.0 0.0057 4.42 5.07 3.09 2121 1485 2.3 182 0.38 0.0022 6.60 5.07 3.55 1585 1110 0.2 17 0.05 0.0045 4.97 5.85 3.48 2385 1669 2.7 214 0.45 E4018 0.0020 59.5 0.0034 5.66 5.07 3.55 2716 1901 2.3 181 0.34 E4018 0.0020 64.0 0.0127 2.63 5.07 1.84 1897 1328 6.7 538 0.75 E4023 0.0011 48.3 0.0048 4.84 5.07 3.39 2323 1626 3.0 240 0.50 E4027 0.0014 52.7 0.0047 4.89 5.07 3.42 1173 821 1.4 111 0.46 E5013 0.0015 80.0 0.0016 6.63 5.07 3.55 1591 1114 0.8 63 0.20 Anc_S‐N_B 0.0013 48.7 0.0062 4.21 5.07 2.95 2697 1888 6.5 518 0.81 Anc_S‐N_C 0.0004 39.7 0.0045 4.96 5.07 3.47 1190 833 1.3 106 0.44 E5015 0.0016 71.0 0.0023 6.53 5.07 3.55 3133 2193 2.6 210 0.34 Anc_S‐S_A 0.0046 45.5 0.0109 2.94 5.07 2.06 4467 3127 18.3 1465 0.96 Anc_S‐S_A 0.0046 50.9 0.0089 3.37 5.07 2.36 809 566 2.5 202 0.84 E5015 0.0016 47.2 0.0093 3.28 5.07 2.30 1575 1102 5.1 409 0.85 E5015 0.0016 58.2 0.0118 2.78 5.07 1.95 667 467 3.0 237 0.99 E3031 0.0006 34.1 0.0062 4.23 5.07 2.96 2028 1420 3.3 265 0.55 0.0000 6.63 6.63 4.64 4508 3156 1.1 88 0.13 0.0000 6.63 5.85 4.10 4508 3156 3.0 241 0.31 0.0020 6.63 5.85 4.10 4508 3156 1.8 143 0.18 0.0002 6.63 5.85 4.10 4508 3156 1.6 132 0.17 0.0013 6.63 5.85 4.10 4508 3156 1.6 124 0.16 Bent 1 Cap_EQ (Strut and Tie).xlsx 5/25/2012 12/12 178   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  1/33  C A S T - Computer Aided Strut-and-Tie - Version 0.9.11 (Last Updated on 1/26/04) File Name: Bent 1 Cap_500YR_PUSH_NORTH (7.1).txt Date and Time Created: 5/25/2012 12:35:27 PM Associated Input Data File Name: Bent 1 Cap_500YR_PUSH_NORTH (7.1).CST P R O J E C T D E S C R I P T I O N : PROJECT NAME: Sellwood Bridge - Bent 1 Cap Beam - 500YR DESIGNER: EJK DATE: 5/25/2012 PROJECT NOTE: G E N E R A L P R O P E R T I E S : UNIT: US Unit D-REGION THICKNESS: 80.00 in. CONCRETE CYLINDER STRENGTH: 6000. psi CONCRETE TENSILE STRENGTH: 581. psi NON-PRESTRESSED REINFORCEMENT YIELD STRENGTH: 60000. psi S T R U C T U R E ' S B O U N D A R I E S D A T A : BOUNDARY ID POSITION # OF ENCLOSED AREA ENCLOSED AREA CENTROID CORNERS (in.²) X (in.) Y (in.) OStrB Outer 31 82927.68 -8.60 49.91 BOUNDARY ID CORNER COORDINATES X (in.) Y (in.) OStrB 146.40 84.00 146.43 113.70 139.69 116.88 110.50 116.88 110.50 84.00 57.50 84.00 57.50 116.88 27.08 116.88 21.86 113.36 21.70 84.00 -21.70 84.00 -21.74 114.20 -28.13 116.88 -57.50 116.88 -57.50 84.00 -110.50 84.00 -110.50 116.88 -141.25 116.88 -146.47 113.02 179   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  2/33  -146.40 84.00 -548.40 84.00 -548.40 23.00 -388.00 0.00 -231.00 0.00 -116.40 22.00 0.00 30.00 125.50 23.00 249.00 0.00 411.00 0.00 528.00 22.00 528.00 84.00 L O A D C O N D I T I O N S : LC1 S T R U T - A N D - T I E N O D E C O O R D I N A T E S : LOAD CONDITION: LC1 NODE ID X Y FUNCTION (in.) (in.) N1 -480.00 80.00 Strut-and-Tie N2 -324.00 80.00 Strut-and-Tie N3 -168.00 80.00 Strut-and-Tie N4 0.00 80.00 Strut-and-Tie N5 168.00 80.00 Strut-and-Tie N6 333.00 80.00 Strut-and-Tie N7 498.00 80.00 Strut-and-Tie N9 -168.00 17.80 Strut-and-Tie N10 0.00 34.00 Strut-and-Tie N11 168.00 21.00 Strut-and-Tie N17 -335.70 4.50 Strut-and-Tie N19 -370.00 47.00 Strut-and-Tie N20 -357.00 47.00 Strut-and-Tie N22 -329.00 47.00 Strut-and-Tie N27 -241.70 4.50 Strut-and-Tie N28 -293.00 47.00 Strut-and-Tie N29 -280.00 47.00 Strut-and-Tie N30 -267.00 47.00 Strut-and-Tie N31 -254.00 47.00 Strut-and-Tie N33 259.00 4.50 Strut-and-Tie N37 307.30 4.50 Strut-and-Tie N38 259.00 47.00 Strut-and-Tie N39 272.00 47.00 Strut-and-Tie N40 285.00 47.00 Strut-and-Tie N42 322.00 47.00 Strut-and-Tie N47 401.30 4.50 Strut-and-Tie N48 349.00 47.00 Strut-and-Tie N49 362.00 47.00 Strut-and-Tie N50 375.00 47.00 Strut-and-Tie 180   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  3/33  N51 388.00 47.00 Strut-and-Tie N53 -117.80 100.44 Strut-and-Tie N54 -110.50 100.44 Load/Support N61 -447.67 47.00 Strut-and-Tie N64 -168.00 47.00 Strut-and-Tie N65 -204.50 47.00 Strut-and-Tie N67 -480.00 84.00 Load/Support N68 -324.00 84.00 Load/Support N69 -168.00 84.00 Load/Support N70 -117.80 47.00 Strut-and-Tie N71 -117.80 80.00 Strut-and-Tie N72 -138.00 80.00 Strut-and-Tie N73 -138.00 47.00 Strut-and-Tie N74 -117.80 27.00 Strut-and-Tie N76 -50.20 80.00 Strut-and-Tie N78 -50.20 32.00 Strut-and-Tie N82 50.20 47.00 Strut-and-Tie N83 50.20 80.00 Strut-and-Tie N84 117.80 47.00 Strut-and-Tie N85 117.80 80.00 Strut-and-Tie N88 50.20 32.70 Strut-and-Tie N89 117.80 29.00 Strut-and-Tie N91 168.00 47.00 Strut-and-Tie N94 213.50 47.00 Strut-and-Tie N106 498.00 84.00 Load/Support N107 333.00 84.00 Load/Support N108 464.00 47.00 Strut-and-Tie N109 0.00 84.00 Load/Support N110 168.00 84.00 Load/Support N119 -204.50 10.90 Strut-and-Tie N121 138.00 47.00 Strut-and-Tie N123 138.00 25.80 Strut-and-Tie N125 213.50 12.35 Strut-and-Tie N126 213.50 80.00 Strut-and-Tie N127 -50.20 47.00 Strut-and-Tie N129 0.00 47.00 Strut-and-Tie N131 -383.00 47.00 Strut-and-Tie N132 -383.00 80.00 Strut-and-Tie N133 -447.67 80.00 Strut-and-Tie N134 50.20 100.44 Strut-and-Tie N135 30.00 80.00 Strut-and-Tie N138 57.50 100.44 Load/Support N144 -83.75 30.50 Strut-and-Tie N145 -83.75 47.00 Strut-and-Tie N146 -335.70 0.00 Load/Support N147 -241.70 0.00 Load/Support N148 -83.75 80.00 Strut-and-Tie N151 -246.20 0.00 Load/Support N152 -340.20 0.00 Load/Support N153 307.30 0.00 Load/Support N154 302.80 0.00 Load/Support N155 401.30 0.00 Load/Support N156 396.80 0.00 Load/Support N157 85.57 80.00 Strut-and-Tie 181   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  4/33  N158 85.57 47.00 Strut-and-Tie N159 -414.34 80.00 Strut-and-Tie N160 -414.34 47.00 Strut-and-Tie N162 285.00 80.00 Strut-and-Tie N165 426.00 47.00 Strut-and-Tie N166 426.00 80.00 Strut-and-Tie N167 388.00 80.00 Strut-and-Tie N168 349.00 80.00 Strut-and-Tie S T R U T - A N D - T I E E L E M E N T D A T A : LOAD CONDITION: LC1 ELEMENT ID CONNECTIVITY LENGTH END I END J (in.) E2000 N1 N61 46.20 E3003 N19 N20 13.00 E3005 N22 N28 36.00 E3006 N28 N29 13.00 E3007 N29 N30 13.00 E3008 N30 N31 13.00 E4003 N17 N22 43.02 E4012 N9 N64 29.20 E2007 N64 N3 33.00 E3010 N65 N64 36.50 E53 N1 N67 4.00 E54 N2 N68 4.00 E55 N3 N69 4.00 E1005 N3 N72 30.00 E1006 N72 N71 20.20 E2009 N72 N73 33.00 E3011 N64 N73 30.00 E3012 N73 N70 20.20 E2011 N70 N71 33.00 E4016 N74 N70 20.00 E66 N72 N53 28.74 E67 N71 N53 20.44 E68 N53 N54 7.30 E5007 N78 N10 50.24 E2020 N82 N83 33.00 E2024 N84 N85 33.00 E5008 N10 N88 50.22 E4022 N88 N82 14.30 E5009 N88 N89 67.70 E4023 N89 N84 18.00 E4026 N11 N91 26.00 E3022 N94 N38 45.50 E3023 N38 N39 13.00 E3024 N39 N40 13.00 E4032 N37 N42 44.97 E3026 N42 N48 27.00 E3027 N48 N49 13.00 E3028 N49 N50 13.00 182   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  5/33  E3029 N50 N51 13.00 E177 N7 N106 4.00 E178 N6 N107 4.00 E2040 N108 N7 47.38 E193 N4 N109 4.00 E194 N5 N110 4.00 E5001 N27 N119 37.75 E5002 N119 N9 37.15 E3019 N84 N121 20.20 E3020 N121 N91 30.00 E4025 N121 N123 21.20 E5010 N89 N123 20.45 E5011 N123 N11 30.38 E4027 N94 N125 34.65 E5012 N11 N125 46.32 E5013 N125 N33 46.17 E2029 N94 N126 33.00 E1016 N5 N126 45.50 E2027 N91 N5 33.00 E3021 N91 N94 45.50 E2015 N76 N127 33.00 E4020 N127 N78 15.00 E4021 N10 N129 13.00 E2017 N129 N4 33.00 E2010 N72 N70 38.69 E3002 N131 N19 13.00 E4000 N131 N17 63.59 E4001 N19 N17 54.61 E4002 N20 N17 47.54 E434 N131 N132 33.00 E1003 N132 N2 59.00 E2001 N61 N133 33.00 E1000 N1 N133 32.33 E442 N83 N134 20.44 E443 N134 N135 28.74 E2018 N135 N129 44.60 E1010 N4 N135 30.00 E1011 N135 N83 20.20 E452 N134 N138 7.30 E4005 N28 N27 66.62 E4006 N29 N27 57.21 E4007 N30 N27 49.46 E4009 N27 N65 56.48 E2019 N135 N82 38.69 E4035 N49 N47 57.89 E4036 N50 N47 49.98 E4030 N38 N37 64.34 E4031 N39 N37 55.25 E2026 N121 N5 44.60 E4018 N144 N145 16.50 E3013 N70 N145 34.05 E5005 N74 N144 34.23 E5006 N144 N78 33.58 E3014 N145 N127 33.55 183   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  6/33  E534 N17 N146 4.50 E535 N27 N147 4.50 E2013 N145 N148 33.00 E1007 N71 N148 34.05 E1008 N148 N76 33.55 E2014 N145 N76 47.06 E4013 N9 N73 41.86 E4017 N74 N145 39.49 E4015 N73 N74 28.43 E2008 N64 N72 44.60 E4019 N144 N127 37.39 E2012 N70 N148 47.42 E563 N27 N151 6.36 E564 N17 N152 6.36 E565 N37 N153 4.50 E566 N37 N154 6.36 E567 N47 N155 4.50 E568 N47 N156 6.36 E2022 N157 N158 33.00 E1012 N83 N157 35.37 E1013 N157 N85 32.23 E3017 N82 N158 35.37 E3018 N158 N84 32.23 E2021 N82 N157 48.38 E2023 N158 N85 46.13 E2016 N127 N4 60.08 E1009 N76 N4 50.20 E3015 N127 N129 50.20 E4024 N89 N121 27.06 E2025 N85 N121 38.69 E2003 N159 N160 33.00 E1001 N133 N159 33.33 E3000 N61 N160 33.33 E1002 N159 N132 31.34 E3001 N160 N131 31.34 E2002 N133 N160 46.90 E2004 N159 N131 45.51 E2005 N22 N2 33.38 E4010 N65 N119 36.10 E4011 N119 N64 51.34 E2032 N40 N162 33.00 E2031 N38 N162 42.01 E1019 N162 N6 48.00 E4033 N37 N48 59.54 E2033 N42 N6 34.79 E4037 N47 N108 75.75 E2038 N165 N166 33.00 E3030 N51 N165 38.00 E3031 N165 N108 38.00 E2039 N108 N166 50.33 E2036 N51 N167 33.00 E2037 N165 N167 50.33 E1022 N167 N166 38.00 E5015 N47 N37 94.00 184   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  7/33  E2034 N48 N168 33.00 E1020 N6 N168 16.00 E1021 N168 N167 39.00 E2035 N168 N51 51.09 E4034 N48 N47 67.39 E2006 N65 N3 49.21 E4004 N17 N28 60.25 E4029 N33 N38 42.50 E4028 N125 N38 57.19 E2030 N126 N38 56.21 E2028 N94 N5 56.21 E3004 N20 N22 28.00 E5000 N17 N27 94.00 E4008 N31 N27 44.24 E3009 N31 N65 49.50 E1004 N2 N3 156.00 E5014 N33 N37 48.30 E3025 N40 N42 37.00 E3016 N129 N82 50.20 E1014 N85 N5 50.20 E1023 N166 N7 72.00 E1017 N126 N162 71.50 E5003 N9 N74 51.04 ELEMENT ID DIRECTION FUNCTION (deg.) E2000 314.41 Strut-and-Tie E3003 0.00 Strut-and-Tie E3005 0.00 Strut-and-Tie E3006 0.00 Strut-and-Tie E3007 0.00 Strut-and-Tie E3008 0.00 Strut-and-Tie E4003 81.04 Strut-and-Tie E4012 90.00 Strut-and-Tie E2007 90.00 Strut-and-Tie E3010 0.00 Strut-and-Tie E53 90.00 Strut-and-Tie E54 90.00 Strut-and-Tie E55 90.00 Strut-and-Tie E1005 0.00 Strut-and-Tie E1006 0.00 Strut-and-Tie E2009 270.00 Strut-and-Tie E3011 0.00 Strut-and-Tie E3012 0.00 Strut-and-Tie E2011 90.00 Strut-and-Tie E4016 90.00 Strut-and-Tie E66 45.33 Strut-and-Tie E67 90.00 Strut-and-Tie E68 0.00 Strut-and-Tie E5007 2.28 Strut-and-Tie E2020 90.00 Strut-and-Tie E2024 90.00 Strut-and-Tie E5008 358.52 Strut-and-Tie E4022 90.00 Strut-and-Tie 185   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  8/33  E5009 356.87 Strut-and-Tie E4023 90.00 Strut-and-Tie E4026 90.00 Strut-and-Tie E3022 0.00 Strut-and-Tie E3023 0.00 Strut-and-Tie E3024 0.00 Strut-and-Tie E4032 70.92 Strut-and-Tie E3026 0.00 Strut-and-Tie E3027 0.00 Strut-and-Tie E3028 0.00 Strut-and-Tie E3029 0.00 Strut-and-Tie E177 90.00 Strut-and-Tie E178 90.00 Strut-and-Tie E2040 44.14 Strut-and-Tie E193 90.00 Strut-and-Tie E194 90.00 Strut-and-Tie E5001 9.76 Strut-and-Tie E5002 10.70 Strut-and-Tie E3019 0.00 Strut-and-Tie E3020 0.00 Strut-and-Tie E4025 270.00 Strut-and-Tie E5010 351.00 Strut-and-Tie E5011 350.91 Strut-and-Tie E4027 270.00 Strut-and-Tie E5012 349.23 Strut-and-Tie E5013 350.21 Strut-and-Tie E2029 90.00 Strut-and-Tie E1016 0.00 Strut-and-Tie E2027 90.00 Strut-and-Tie E3021 0.00 Strut-and-Tie E2015 270.00 Strut-and-Tie E4020 270.00 Strut-and-Tie E4021 90.00 Strut-and-Tie E2017 90.00 Strut-and-Tie E2010 301.47 Strut-and-Tie E3002 0.00 Strut-and-Tie E4000 318.06 Strut-and-Tie E4001 308.91 Strut-and-Tie E4002 296.62 Strut-and-Tie E434 90.00 Stabilizer E1003 0.00 Strut-and-Tie E2001 90.00 Strut-and-Tie E1000 0.00 Strut-and-Tie E442 90.00 Strut-and-Tie E443 225.33 Strut-and-Tie E2018 227.73 Strut-and-Tie E1010 0.00 Strut-and-Tie E1011 0.00 Strut-and-Tie E452 0.00 Strut-and-Tie E4005 320.36 Strut-and-Tie E4006 312.02 Strut-and-Tie E4007 300.77 Strut-and-Tie E4009 48.80 Strut-and-Tie E2019 301.47 Strut-and-Tie 186   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  9/33  E4035 312.76 Strut-and-Tie E4036 301.75 Strut-and-Tie E4030 318.65 Strut-and-Tie E4031 309.71 Strut-and-Tie E2026 47.73 Strut-and-Tie E4018 90.00 Strut-and-Tie E3013 0.00 Strut-and-Tie E5005 5.87 Strut-and-Tie E5006 2.56 Strut-and-Tie E3014 0.00 Strut-and-Tie E534 270.00 Strut-and-Tie E535 270.00 Strut-and-Tie E2013 90.00 Strut-and-Tie E1007 0.00 Strut-and-Tie E1008 0.00 Strut-and-Tie E2014 44.53 Strut-and-Tie E4013 44.23 Strut-and-Tie E4017 30.43 Strut-and-Tie E4015 315.29 Strut-and-Tie E2008 47.73 Strut-and-Tie E4019 26.19 Strut-and-Tie E2012 44.10 Strut-and-Tie E563 225.00 Strut-and-Tie E564 225.00 Strut-and-Tie E565 270.00 Strut-and-Tie E566 225.00 Strut-and-Tie E567 270.00 Strut-and-Tie E568 225.00 Strut-and-Tie E2022 270.00 Strut-and-Tie E1012 0.00 Strut-and-Tie E1013 0.00 Strut-and-Tie E3017 0.00 Strut-and-Tie E3018 0.00 Strut-and-Tie E2021 43.01 Strut-and-Tie E2023 45.68 Strut-and-Tie E2016 33.32 Strut-and-Tie E1009 0.00 Strut-and-Tie E3015 0.00 Strut-and-Tie E4024 41.70 Strut-and-Tie E2025 301.47 Strut-and-Tie E2003 270.00 Strut-and-Tie E1001 0.00 Strut-and-Tie E3000 0.00 Strut-and-Tie E1002 0.00 Strut-and-Tie E3001 0.00 Strut-and-Tie E2002 315.29 Strut-and-Tie E2004 313.52 Strut-and-Tie E2005 81.38 Strut-and-Tie E4010 270.00 Strut-and-Tie E4011 44.68 Strut-and-Tie E2032 90.00 Strut-and-Tie E2031 51.77 Strut-and-Tie E1019 0.00 Strut-and-Tie E4033 45.54 Strut-and-Tie 187   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  10/33  E2033 71.57 Strut-and-Tie E4037 34.13 Strut-and-Tie E2038 90.00 Strut-and-Tie E3030 0.00 Strut-and-Tie E3031 0.00 Strut-and-Tie E2039 139.03 Strut-and-Tie E2036 90.00 Strut-and-Tie E2037 139.03 Strut-and-Tie E1022 0.00 Strut-and-Tie E5015 180.00 Strut-and-Tie E2034 90.00 Strut-and-Tie E1020 0.00 Strut-and-Tie E1021 0.00 Strut-and-Tie E2035 319.76 Strut-and-Tie E4034 320.90 Strut-and-Tie E2006 42.12 Strut-and-Tie E4004 44.87 Strut-and-Tie E4029 90.00 Strut-and-Tie E4028 37.29 Strut-and-Tie E2030 324.05 Strut-and-Tie E2028 144.05 Strut-and-Tie E3004 0.00 Strut-and-Tie E5000 0.00 Strut-and-Tie E4008 286.14 Strut-and-Tie E3009 0.00 Strut-and-Tie E1004 0.00 Strut-and-Tie E5014 0.00 Strut-and-Tie E3025 0.00 Strut-and-Tie E3016 0.00 Strut-and-Tie E1014 0.00 Strut-and-Tie E1023 0.00 Strut-and-Tie E1017 0.00 Strut-and-Tie E5003 10.39 Strut-and-Tie S T R U T - A N D - T I E P R O P E R T Y T Y P E S : STRUT TYPES: STRUT TYPE STRUT EFFECTIVENESS PHI STRESS LIMIT EQUATION FACTOR FACTOR (psi) NOTATION FOR ACI STRUT EQUATIONS: (0) ACI Prismatic Struts (1) ACI Bottle-Shaped Struts w/ Steel (2) ACI Bottle-Shaped Struts w/o Steel (3) ACI Struts in Tension Members (4) ACI Struts for All Other Cases NOTATION FOR USER-DEFINED/GENERAL STRUT EQUATIONS: (0) User-Defined (1) Nielsen (1978) 188   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  11/33  (2) Ramirez & Breen (1983) (3) Marti (1985) (4) Schlaich (1987) Uncracked Strut (5) Schlaich (1987) Strut w/ Reinf/Tensile Strain Perp to Its Axis (6) Schlaich (1987) Strut w/ Skew Reinf/Tensile Strain to Its Axis (7) Schlaich (1987) Strut w/ Severe Crack Width (8) MacGregor (1997) Uncracked Strut (9) MacGregor (1997) Cracked Strut w/ Transv Steel (10) MacGregor (1997) Cracked Strut w/o Transv Steel (11) MacGregor (1997) Strut in Tension Zone TIE TYPES: TYPE NAME # OF LAYERS Double_x2_@12" 2 Double_x3_@12" 3 SLug_Anc 1 Double_x1 1 Bot_#10_Bundled 2 Top_#14 1 Center_#14 1 Mid_#14 1 TYPE NAME TOTAL AREA PHI OVERSTRENGTH YIELD FORCE (in.²) FACTOR FACTOR (k) Double_x2_@12" 6.32 0.900 1.000 341.28 Double_x3_@12" 9.48 0.900 1.000 511.92 SLug_Anc 20.34 0.900 1.000 1098.36 Double_x1 3.16 0.900 1.000 170.64 Bot_#10_Bundled 30.48 0.900 1.000 1645.92 Top_#14 27.00 0.900 1.000 1458.00 Center_#14 27.00 0.900 1.000 1458.00 Mid_#14 27.00 0.900 1.000 1458.00 TYPE NAME LAYER # BAR SIZE # OF BARS DISTANCE FROM REF- ERENCE LINE (in.) Double_x2_@12" 1 #8 4 6.00 2 #8 4 - 6.00 189   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  12/33  Double_x3_@12" 1 #8 4 12.00 2 #8 4 0.00 3 #8 4 - 12.00 SLug_Anc 1 #10 1 0.00 Double_x1 1 #8 4 0.00 Bot_#10_Bundled 1 #10 12 0.63 2 #10 12 - 0.63 Top_#14 1 #14 12 0.88 Center_#14 1 #14 12 0.00 Mid_#14 1 #14 12 0.88 NODE TYPES: NODE TYPE NODE EFFECTIVENESS PHI STRESS LIMIT EQUATION FACTOR FACTOR (psi) CCC USER (0) 0.850 0.700 3570. CCT USER (0) 0.750 0.700 3150. CTT USER (0) 0.650 0.700 2730. NOTATION FOR ACI NODE EQUATIONS: (0) ACI CCC Nodes (1) ACI CCT Nodes (2) ACI CTT Nodes NOTATION FOR USER-DEFINED/GENERAL NODE EQUATIONS: (0) User-Defined (1) Marti (1985) CCC Node (2) Schlaich et al (1987) CCC Node (3) Schlaich et al (1987) CCT/CTT Node (4) MacGregor (1997) CCC Node (5) MacGregor (1997) CCT Node (6) MacGregor (1997) CTT Node S T R U T - A N D - T I E P R O P E R T Y A S S I G N M E N T S : LOAD CONDITION: LC1 NODES: 190   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  13/33  NODE ID PROPERTY TYPE THICKNESS SCALE FACTOR N1 (Not Yet Assigned) 1.00 N2 CTT 1.00 N3 (Not Yet Assigned) 1.00 N4 (Not Yet Assigned) 1.00 N5 (Not Yet Assigned) 1.00 N6 (Not Yet Assigned) 1.00 N7 (Not Yet Assigned) 1.00 N9 (Not Yet Assigned) 1.00 N10 (Not Yet Assigned) 1.00 N11 (Not Yet Assigned) 1.00 N17 CCC 1.00 N19 (Not Yet Assigned) 1.00 N20 (Not Yet Assigned) 1.00 N22 (Not Yet Assigned) 1.00 N27 CCC 1.00 N28 CCC 1.00 N29 (Not Yet Assigned) 1.00 N30 (Not Yet Assigned) 1.00 N31 (Not Yet Assigned) 1.00 N33 (Not Yet Assigned) 1.00 N37 (Not Yet Assigned) 1.00 N38 (Not Yet Assigned) 1.00 N39 (Not Yet Assigned) 1.00 N40 (Not Yet Assigned) 1.00 N42 (Not Yet Assigned) 1.00 N47 (Not Yet Assigned) 1.00 N48 (Not Yet Assigned) 1.00 N49 (Not Yet Assigned) 1.00 N50 (Not Yet Assigned) 1.00 N51 (Not Yet Assigned) 1.00 N53 (Not Yet Assigned) 1.00 N54 CCT 1.00 N61 (Not Yet Assigned) 1.00 N64 CTT 1.00 N65 CCT 1.00 N67 CCT 1.00 N68 CTT 1.00 N69 CTT 1.00 N70 CTT 1.00 N71 (Not Yet Assigned) 1.00 N72 (Not Yet Assigned) 1.00 N73 CTT 1.00 N74 (Not Yet Assigned) 1.00 N76 (Not Yet Assigned) 1.00 N78 (Not Yet Assigned) 1.00 N82 (Not Yet Assigned) 1.00 N83 (Not Yet Assigned) 1.00 N84 (Not Yet Assigned) 1.00 N85 (Not Yet Assigned) 1.00 N88 (Not Yet Assigned) 1.00 N89 (Not Yet Assigned) 1.00 191   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  14/33  N91 (Not Yet Assigned) 1.00 N94 (Not Yet Assigned) 1.00 N106 (Not Yet Assigned) 1.00 N107 (Not Yet Assigned) 1.00 N108 (Not Yet Assigned) 1.00 N109 (Not Yet Assigned) 1.00 N110 (Not Yet Assigned) 1.00 N119 (Not Yet Assigned) 1.00 N121 (Not Yet Assigned) 1.00 N123 (Not Yet Assigned) 1.00 N125 (Not Yet Assigned) 1.00 N126 (Not Yet Assigned) 1.00 N127 CTT 1.00 N129 (Not Yet Assigned) 1.00 N131 (Not Yet Assigned) 1.00 N132 (Not Yet Assigned) 1.00 N133 (Not Yet Assigned) 1.00 N134 (Not Yet Assigned) 1.00 N135 (Not Yet Assigned) 1.00 N138 (Not Yet Assigned) 1.00 N144 (Not Yet Assigned) 1.00 N145 (Not Yet Assigned) 1.00 N146 CCC 1.00 N147 CCC 1.00 N148 (Not Yet Assigned) 1.00 N151 (Not Yet Assigned) 1.00 N152 (Not Yet Assigned) 1.00 N153 (Not Yet Assigned) 1.00 N154 (Not Yet Assigned) 1.00 N155 (Not Yet Assigned) 1.00 N156 (Not Yet Assigned) 1.00 N157 (Not Yet Assigned) 1.00 N158 (Not Yet Assigned) 1.00 N159 (Not Yet Assigned) 1.00 N160 (Not Yet Assigned) 1.00 N162 (Not Yet Assigned) 1.00 N165 (Not Yet Assigned) 1.00 N166 (Not Yet Assigned) 1.00 N167 (Not Yet Assigned) 1.00 N168 (Not Yet Assigned) 1.00 ELEMENTS: ELEMENT ID PROPERTY TYPE RELATIVE STIFFNESS E2000 (Not Yet Assigned) 1.000 E3003 Center_#14 1.000 E3005 Center_#14 1.000 E3006 (Not Yet Assigned) 1.000 E3007 (Not Yet Assigned) 1.000 E3008 (Not Yet Assigned) 1.000 E4003 (Not Yet Assigned) 1.000 E4012 Double_x2_@12" 1.000 E2007 Double_x2_@12" 1.000 192   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  15/33  E3010 (Not Yet Assigned) 1.000 E53 (Not Yet Assigned) 1.000 E54 (Not Yet Assigned) 1.000 E55 (Not Yet Assigned) 1.000 E1005 (Not Yet Assigned) 1.000 E1006 Top_#14 1.000 E2009 (Not Yet Assigned) 1.000 E3011 (Not Yet Assigned) 1.000 E3012 (Not Yet Assigned) 1.000 E2011 (Not Yet Assigned) 1.000 E4016 (Not Yet Assigned) 1.000 E66 (Not Yet Assigned) 1.000 E67 (Not Yet Assigned) 1.000 E68 (Not Yet Assigned) 1.000 E5007 Bot_#10_Bundled 1.000 E2020 (Not Yet Assigned) 1.000 E2024 (Not Yet Assigned) 1.000 E5008 Bot_#10_Bundled 1.000 E4022 (Not Yet Assigned) 1.000 E5009 Bot_#10_Bundled 1.000 E4023 (Not Yet Assigned) 1.000 E4026 Double_x1 1.000 E3022 Center_#14 1.000 E3023 Center_#14 1.000 E3024 Center_#14 1.000 E4032 (Not Yet Assigned) 1.000 E3026 Center_#14 1.000 E3027 (Not Yet Assigned) 1.000 E3028 Center_#14 1.000 E3029 Center_#14 1.000 E177 (Not Yet Assigned) 1.000 E178 (Not Yet Assigned) 1.000 E2040 (Not Yet Assigned) 1.000 E193 (Not Yet Assigned) 1.000 E194 (Not Yet Assigned) 1.000 E5001 (Not Yet Assigned) 1.000 E5002 (Not Yet Assigned) 1.000 E3019 Center_#14 1.000 E3020 Center_#14 1.000 E4025 Double_x1 1.000 E5010 Bot_#10_Bundled 1.000 E5011 Bot_#10_Bundled 1.000 E4027 Double_x2_@12" 1.000 E5012 Bot_#10_Bundled 1.000 E5013 Bot_#10_Bundled 1.000 E2029 Double_x2_@12" 1.000 E1016 Top_#14 1.000 E2027 Double_x1 1.000 E3021 Center_#14 1.000 E2015 Double_x2_@12" 1.000 E4020 Double_x2_@12" 1.000 E4021 Double_x3_@12" 1.000 E2017 Double_x3_@12" 1.000 E2010 (Not Yet Assigned) 1.000 193   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  16/33  E3002 Center_#14 1.000 E4000 (Not Yet Assigned) 1.000 E4001 (Not Yet Assigned) 1.000 E4002 (Not Yet Assigned) 1.000 E434 (Not Yet Assigned) 1.000 E1003 Top_#14 1.000 E2001 Double_x3_@12" 1.000 E1000 Top_#14 1.000 E442 (Not Yet Assigned) 1.000 E443 (Not Yet Assigned) 1.000 E2018 (Not Yet Assigned) 1.000 E1010 (Not Yet Assigned) 1.000 E1011 Top_#14 1.000 E452 (Not Yet Assigned) 1.000 E4005 (Not Yet Assigned) 1.000 E4006 (Not Yet Assigned) 1.000 E4007 (Not Yet Assigned) 1.000 E4009 (Not Yet Assigned) 1.000 E2019 (Not Yet Assigned) 1.000 E4035 (Not Yet Assigned) 1.000 E4036 (Not Yet Assigned) 1.000 E4030 (Not Yet Assigned) 1.000 E4031 (Not Yet Assigned) 1.000 E2026 (Not Yet Assigned) 1.000 E4018 Double_x2_@12" 1.000 E3013 (Not Yet Assigned) 1.000 E5005 (Not Yet Assigned) 1.000 E5006 Bot_#10_Bundled 1.000 E3014 (Not Yet Assigned) 1.000 E534 (Not Yet Assigned) 1.000 E535 (Not Yet Assigned) 1.000 E2013 Double_x2_@12" 1.000 E1007 Top_#14 1.000 E1008 Top_#14 1.000 E2014 (Not Yet Assigned) 1.000 E4013 (Not Yet Assigned) 1.000 E4017 (Not Yet Assigned) 1.000 E4015 (Not Yet Assigned) 1.000 E2008 (Not Yet Assigned) 1.000 E4019 (Not Yet Assigned) 1.000 E2012 (Not Yet Assigned) 1.000 E563 (Not Yet Assigned) 1.000 E564 (Not Yet Assigned) 1.000 E565 (Not Yet Assigned) 1.000 E566 (Not Yet Assigned) 1.000 E567 (Not Yet Assigned) 1.000 E568 (Not Yet Assigned) 1.000 E2022 Double_x3_@12" 1.000 E1012 Top_#14 1.000 E1013 Top_#14 1.000 E3017 Center_#14 1.000 E3018 Center_#14 1.000 E2021 (Not Yet Assigned) 1.000 E2023 (Not Yet Assigned) 1.000 194   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  17/33  E2016 (Not Yet Assigned) 1.000 E1009 Top_#14 1.000 E3015 Center_#14 1.000 E4024 (Not Yet Assigned) 1.000 E2025 (Not Yet Assigned) 1.000 E2003 Double_x3_@12" 1.000 E1001 Top_#14 1.000 E3000 (Not Yet Assigned) 1.000 E1002 Top_#14 1.000 E3001 (Not Yet Assigned) 1.000 E2002 (Not Yet Assigned) 1.000 E2004 (Not Yet Assigned) 1.000 E2005 (Not Yet Assigned) 1.000 E4010 Double_x2_@12" 1.000 E4011 (Not Yet Assigned) 1.000 E2032 Double_x1 1.000 E2031 (Not Yet Assigned) 1.000 E1019 Top_#14 1.000 E4033 (Not Yet Assigned) 1.000 E2033 (Not Yet Assigned) 1.000 E4037 (Not Yet Assigned) 1.000 E2038 Double_x1 1.000 E3030 Center_#14 1.000 E3031 Center_#14 1.000 E2039 (Not Yet Assigned) 1.000 E2036 Double_x1 1.000 E2037 (Not Yet Assigned) 1.000 E1022 Top_#14 1.000 E5015 Bot_#10_Bundled 1.000 E2034 Double_x1 1.000 E1020 Top_#14 1.000 E1021 Top_#14 1.000 E2035 (Not Yet Assigned) 1.000 E4034 (Not Yet Assigned) 1.000 E2006 (Not Yet Assigned) 1.000 E4004 (Not Yet Assigned) 1.000 E4029 (Not Yet Assigned) 1.000 E4028 (Not Yet Assigned) 1.000 E2030 (Not Yet Assigned) 1.000 E2028 (Not Yet Assigned) 1.000 E3004 Center_#14 1.000 E5000 (Not Yet Assigned) 1.000 E4008 (Not Yet Assigned) 1.000 E3009 (Not Yet Assigned) 1.000 E1004 Top_#14 1.000 E5014 Bot_#10_Bundled 1.000 E3025 Center_#14 1.000 E3016 Center_#14 1.000 E1014 Top_#14 1.000 E1023 Top_#14 1.000 E1017 Top_#14 1.000 E5003 (Not Yet Assigned) 1.000 ELEMENT ID PROVIDED THICKNESS 195   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  18/33  WIDTH SCALE FACTOR (in.) E2000 6.00 1.00 E3003 14.00 1.00 E3005 14.00 1.00 E3006 14.00 1.00 E3007 14.00 1.00 E3008 14.00 1.00 E4003 10.00 1.00 E4012 18.00 1.00 E2007 18.00 1.00 E3010 14.00 1.00 E53 0.00 1.00 E54 0.00 1.00 E55 0.00 1.00 E1005 7.75 1.00 E1006 7.75 1.00 E2009 6.00 1.00 E3011 14.00 1.00 E3012 14.00 1.00 E2011 0.00 1.00 E4016 0.00 1.00 E66 0.00 0.50 E67 0.00 1.00 E68 0.00 1.00 E5007 8.50 1.00 E2020 0.00 1.00 E2024 0.00 1.00 E5008 8.50 1.00 E4022 0.00 1.00 E5009 8.50 1.00 E4023 0.00 1.00 E4026 12.00 1.00 E3022 14.00 1.00 E3023 14.00 1.00 E3024 14.00 1.00 E4032 6.00 1.00 E3026 14.00 1.00 E3027 14.00 1.00 E3028 14.00 1.00 E3029 14.00 1.00 E177 0.00 1.00 E178 0.00 1.00 E2040 3.00 1.00 E193 0.00 1.00 E194 0.00 1.00 E5001 8.50 1.00 E5002 8.50 1.00 E3019 14.00 1.00 E3020 14.00 1.00 E4025 12.00 1.00 E5010 8.50 1.00 E5011 8.50 1.00 E4027 18.00 1.00 196   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  19/33  E5012 8.50 1.00 E5013 8.50 1.00 E2029 18.00 1.00 E1016 7.75 1.00 E2027 12.00 1.00 E3021 14.00 1.00 E2015 18.00 1.00 E4020 18.00 1.00 E4021 24.00 1.00 E2017 24.00 1.00 E2010 6.00 0.50 E3002 14.00 1.00 E4000 10.00 1.00 E4001 2.00 0.23 E4002 1.00 0.23 E434 0.00 1.00 E1003 7.75 1.00 E2001 24.00 1.00 E1000 7.75 1.00 E442 0.00 1.00 E443 0.00 0.50 E2018 6.00 1.00 E1010 7.75 1.00 E1011 7.75 1.00 E452 0.00 1.00 E4005 6.00 1.00 E4006 6.00 0.23 E4007 3.00 0.23 E4009 10.00 1.00 E2019 12.00 1.00 E4035 6.00 1.00 E4036 3.00 1.00 E4030 8.00 1.00 E4031 3.00 1.00 E2026 6.00 1.00 E4018 18.00 1.00 E3013 14.00 1.00 E5005 8.50 1.00 E5006 8.50 1.00 E3014 14.00 1.00 E534 0.00 0.78 E535 0.00 0.78 E2013 18.00 1.00 E1007 7.75 1.00 E1008 7.75 1.00 E2014 6.00 1.00 E4013 3.00 1.00 E4017 6.00 1.00 E4015 6.00 1.00 E2008 6.00 1.00 E4019 8.00 1.00 E2012 6.00 1.00 E563 0.00 1.00 E564 0.00 1.00 197   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  20/33  E565 0.00 1.00 E566 0.00 1.00 E567 0.00 1.00 E568 0.00 1.00 E2022 24.00 1.00 E1012 7.75 1.00 E1013 7.75 1.00 E3017 14.00 1.00 E3018 14.00 1.00 E2021 6.00 1.00 E2023 6.00 1.00 E2016 10.00 1.00 E1009 7.75 1.00 E3015 14.00 1.00 E4024 6.00 1.00 E2025 3.00 1.00 E2003 24.00 1.00 E1001 7.75 1.00 E3000 14.00 1.00 E1002 7.75 1.00 E3001 14.00 1.00 E2002 6.00 1.00 E2004 6.00 1.00 E2005 10.00 1.00 E4010 18.00 1.00 E4011 6.00 1.00 E2032 12.00 1.00 E2031 3.00 1.00 E1019 7.75 1.00 E4033 18.00 1.00 E2033 6.00 1.00 E4037 6.00 1.00 E2038 12.00 1.00 E3030 14.00 1.00 E3031 14.00 1.00 E2039 3.00 1.00 E2036 12.00 1.00 E2037 3.00 1.00 E1022 7.75 1.00 E5015 8.50 1.00 E2034 12.00 1.00 E1020 7.75 1.00 E1021 7.75 1.00 E2035 3.00 1.00 E4034 3.00 1.00 E2006 10.00 1.00 E4004 16.00 1.00 E4029 1.50 1.00 E4028 3.00 1.00 E2030 3.00 1.00 E2028 3.00 1.00 E3004 14.00 1.00 E5000 8.50 1.00 E4008 1.00 1.00 198   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  21/33  E3009 14.00 1.00 E1004 7.75 1.00 E5014 8.50 1.00 E3025 14.00 1.00 E3016 14.00 1.00 E1014 7.75 1.00 E1023 7.75 1.00 E1017 7.75 1.00 E5003 8.50 1.00 S T R E S S - S T R A I N R E L A T I O N S H I P S : TYPE NAME # OF POINTS INPUT FIRST SECOND FORMAT COLUMN COLUMN NOTATION FOR STRESS-STRAIN FORMAT: (0) Strain (in./in.); Stress (psi) (1) Stress (psi); Strain (in./in.) (2) Strain (in./in.); Stress (f'c) (3) Stress (f'c); Strain (in./in.) (4) Strain (in./in.); Stress (fy) (5) Stress (fy); Strain (in./in.) TYPE NAME STRESS STRAIN TANGENT MODULUS (psi) (in./in.) (psi) TYPE NAME YIELD POINT ULTIMATE POINT STRESS STRAIN STRESS STRESS (psi) (in./in.) (psi) (in./in.) S T R E S S - S T R A I N R E L A T I O N S H I P A S S I G N M E N T S : LOAD CONDITION: LC1 ELEMENT ID STRESS-STRAIN CURVE SCALE FACTOR E2000 (Not Yet Assigned) NA E3003 (Not Yet Assigned) NA E3005 (Not Yet Assigned) NA E3006 (Not Yet Assigned) NA E3007 (Not Yet Assigned) NA E3008 (Not Yet Assigned) NA E4003 (Not Yet Assigned) NA E4012 (Not Yet Assigned) NA E2007 (Not Yet Assigned) NA E3010 (Not Yet Assigned) NA E53 (Not Yet Assigned) NA E54 (Not Yet Assigned) NA 199   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  22/33  E55 (Not Yet Assigned) NA E1005 (Not Yet Assigned) NA E1006 (Not Yet Assigned) NA E2009 (Not Yet Assigned) NA E3011 (Not Yet Assigned) NA E3012 (Not Yet Assigned) NA E2011 (Not Yet Assigned) NA E4016 (Not Yet Assigned) NA E66 (Not Yet Assigned) NA E67 (Not Yet Assigned) NA E68 (Not Yet Assigned) NA E5007 (Not Yet Assigned) NA E2020 (Not Yet Assigned) NA E2024 (Not Yet Assigned) NA E5008 (Not Yet Assigned) NA E4022 (Not Yet Assigned) NA E5009 (Not Yet Assigned) NA E4023 (Not Yet Assigned) NA E4026 (Not Yet Assigned) NA E3022 (Not Yet Assigned) NA E3023 (Not Yet Assigned) NA E3024 (Not Yet Assigned) NA E4032 (Not Yet Assigned) NA E3026 (Not Yet Assigned) NA E3027 (Not Yet Assigned) NA E3028 (Not Yet Assigned) NA E3029 (Not Yet Assigned) NA E177 (Not Yet Assigned) NA E178 (Not Yet Assigned) NA E2040 (Not Yet Assigned) NA E193 (Not Yet Assigned) NA E194 (Not Yet Assigned) NA E5001 (Not Yet Assigned) NA E5002 (Not Yet Assigned) NA E3019 (Not Yet Assigned) NA E3020 (Not Yet Assigned) NA E4025 (Not Yet Assigned) NA E5010 (Not Yet Assigned) NA E5011 (Not Yet Assigned) NA E4027 (Not Yet Assigned) NA E5012 (Not Yet Assigned) NA E5013 (Not Yet Assigned) NA E2029 (Not Yet Assigned) NA E1016 (Not Yet Assigned) NA E2027 (Not Yet Assigned) NA E3021 (Not Yet Assigned) NA E2015 (Not Yet Assigned) NA E4020 (Not Yet Assigned) NA E4021 (Not Yet Assigned) NA E2017 (Not Yet Assigned) NA E2010 (Not Yet Assigned) NA E3002 (Not Yet Assigned) NA E4000 (Not Yet Assigned) NA E4001 (Not Yet Assigned) NA 200   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  23/33  E4002 (Not Yet Assigned) NA E434 (Not Yet Assigned) NA E1003 (Not Yet Assigned) NA E2001 (Not Yet Assigned) NA E1000 (Not Yet Assigned) NA E442 (Not Yet Assigned) NA E443 (Not Yet Assigned) NA E2018 (Not Yet Assigned) NA E1010 (Not Yet Assigned) NA E1011 (Not Yet Assigned) NA E452 (Not Yet Assigned) NA E4005 (Not Yet Assigned) NA E4006 (Not Yet Assigned) NA E4007 (Not Yet Assigned) NA E4009 (Not Yet Assigned) NA E2019 (Not Yet Assigned) NA E4035 (Not Yet Assigned) NA E4036 (Not Yet Assigned) NA E4030 (Not Yet Assigned) NA E4031 (Not Yet Assigned) NA E2026 (Not Yet Assigned) NA E4018 (Not Yet Assigned) NA E3013 (Not Yet Assigned) NA E5005 (Not Yet Assigned) NA E5006 (Not Yet Assigned) NA E3014 (Not Yet Assigned) NA E534 (Not Yet Assigned) NA E535 (Not Yet Assigned) NA E2013 (Not Yet Assigned) NA E1007 (Not Yet Assigned) NA E1008 (Not Yet Assigned) NA E2014 (Not Yet Assigned) NA E4013 (Not Yet Assigned) NA E4017 (Not Yet Assigned) NA E4015 (Not Yet Assigned) NA E2008 (Not Yet Assigned) NA E4019 (Not Yet Assigned) NA E2012 (Not Yet Assigned) NA E563 (Not Yet Assigned) NA E564 (Not Yet Assigned) NA E565 (Not Yet Assigned) NA E566 (Not Yet Assigned) NA E567 (Not Yet Assigned) NA E568 (Not Yet Assigned) NA E2022 (Not Yet Assigned) NA E1012 (Not Yet Assigned) NA E1013 (Not Yet Assigned) NA E3017 (Not Yet Assigned) NA E3018 (Not Yet Assigned) NA E2021 (Not Yet Assigned) NA E2023 (Not Yet Assigned) NA E2016 (Not Yet Assigned) NA E1009 (Not Yet Assigned) NA E3015 (Not Yet Assigned) NA 201   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  24/33  E4024 (Not Yet Assigned) NA E2025 (Not Yet Assigned) NA E2003 (Not Yet Assigned) NA E1001 (Not Yet Assigned) NA E3000 (Not Yet Assigned) NA E1002 (Not Yet Assigned) NA E3001 (Not Yet Assigned) NA E2002 (Not Yet Assigned) NA E2004 (Not Yet Assigned) NA E2005 (Not Yet Assigned) NA E4010 (Not Yet Assigned) NA E4011 (Not Yet Assigned) NA E2032 (Not Yet Assigned) NA E2031 (Not Yet Assigned) NA E1019 (Not Yet Assigned) NA E4033 (Not Yet Assigned) NA E2033 (Not Yet Assigned) NA E4037 (Not Yet Assigned) NA E2038 (Not Yet Assigned) NA E3030 (Not Yet Assigned) NA E3031 (Not Yet Assigned) NA E2039 (Not Yet Assigned) NA E2036 (Not Yet Assigned) NA E2037 (Not Yet Assigned) NA E1022 (Not Yet Assigned) NA E5015 (Not Yet Assigned) NA E2034 (Not Yet Assigned) NA E1020 (Not Yet Assigned) NA E1021 (Not Yet Assigned) NA E2035 (Not Yet Assigned) NA E4034 (Not Yet Assigned) NA E2006 (Not Yet Assigned) NA E4004 (Not Yet Assigned) NA E4029 (Not Yet Assigned) NA E4028 (Not Yet Assigned) NA E2030 (Not Yet Assigned) NA E2028 (Not Yet Assigned) NA E3004 (Not Yet Assigned) NA E5000 (Not Yet Assigned) NA E4008 (Not Yet Assigned) NA E3009 (Not Yet Assigned) NA E1004 (Not Yet Assigned) NA E5014 (Not Yet Assigned) NA E3025 (Not Yet Assigned) NA E3016 (Not Yet Assigned) NA E1014 (Not Yet Assigned) NA E1023 (Not Yet Assigned) NA E1017 (Not Yet Assigned) NA E5003 (Not Yet Assigned) NA S T R U C T U R E ' S B O U N D A R Y C O N D I T I O N S : LOAD CONDITION: LC1 202   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  25/33  BEARING PLATES: NODE ID LENGTH WIDTH THICKNESS (in.) (in.) (in.) N54 19.50 40.00 0.50 N67 36.00 24.00 2.00 N68 36.00 24.00 2.00 N69 36.00 24.00 2.00 N106 36.00 24.00 2.00 N107 36.00 24.00 2.00 N109 23.00 24.00 2.00 N110 36.00 24.00 2.00 N146 29.00 62.00 4.00 N147 17.20 62.00 4.00 N153 26.10 62.00 4.00 N155 14.20 62.00 4.00 BOUNDARY FORCES OR SUPPORTS: NODE ID LOAD SUPPORT DIRECTION (k) (deg.) N54 - YES -90.00 N67 - YES 0.00 N68 -1087.00 - 0.00 N69 -652.00 - 0.00 N106 - YES 0.00 N107 -733.00 - 0.00 N109 -180.00 - 0.00 N110 -302.00 - 0.00 N138 -1445.00 - -90.00 N146 -3319.00 - 180.00 N147 -1337.00 - 180.00 N151 -1044.00 - 135.00 N152 -1044.00 - 135.00 N153 -2925.00 - 180.00 N154 -1000.00 - 135.00 N155 -893.00 - 180.00 N156 -1000.00 - 135.00 SIGN CONVENTION: (+) Force pointing away from the node (-) Force pointing toward the node Zero force = free node/no support S T R U C T U R E ' S B O D Y F O R C E S O R S U P P O R T S : LOAD CONDITION: LC1 NODE ID 1-DIRECTION LOCAL AXIS FORCE SUPPORT DIRECTION 203   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  26/33  (k) (deg.) N1 0.00 - 0.00 N2 0.00 - 0.00 N3 0.00 - 0.00 N4 0.00 - 0.00 N5 0.00 - 0.00 N6 0.00 - 0.00 N7 0.00 - 0.00 N9 0.00 - 0.00 N10 0.00 - 0.00 N11 0.00 - 0.00 N17 0.00 - 0.00 N19 0.00 - 0.00 N20 0.00 - 0.00 N22 0.00 - 0.00 N27 0.00 - 0.00 N28 0.00 - 0.00 N29 0.00 - 0.00 N30 0.00 - 0.00 N31 0.00 - 0.00 N33 0.00 - 0.00 N37 0.00 - 0.00 N38 0.00 - 0.00 N39 0.00 - 0.00 N40 0.00 - 0.00 N42 0.00 - 0.00 N47 0.00 - 0.00 204   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  27/33  N48 0.00 - 0.00 N49 0.00 - 0.00 N50 0.00 - 0.00 N51 0.00 - 0.00 N53 0.00 - 0.00 N54 0.00 - 0.00 N61 0.00 - 0.00 N64 0.00 - 0.00 N65 0.00 - 0.00 N67 0.00 - 0.00 N68 0.00 - 0.00 N69 0.00 - 0.00 N70 0.00 - 0.00 N71 0.00 - 0.00 N72 0.00 - 0.00 N73 0.00 - 0.00 N74 0.00 - 0.00 N76 0.00 - 0.00 N78 0.00 - 0.00 N82 0.00 - 0.00 N83 0.00 - 0.00 N84 0.00 - 0.00 N85 0.00 - 0.00 N88 0.00 - 0.00 N89 0.00 - 0.00 N91 0.00 - 0.00 N94 0.00 - 0.00 205   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  28/33  N106 0.00 - 0.00 N107 0.00 - 0.00 N108 0.00 - 0.00 N109 0.00 - 0.00 N110 0.00 - 0.00 N119 0.00 - 0.00 N121 0.00 - 0.00 N123 0.00 - 0.00 N125 0.00 - 0.00 N126 0.00 - 0.00 N127 0.00 - 0.00 N129 0.00 - 0.00 N131 0.00 - 0.00 N132 0.00 - 0.00 N133 0.00 - 0.00 N134 0.00 - 0.00 N135 0.00 - 0.00 N138 0.00 - 0.00 N144 0.00 - 0.00 N145 0.00 - 0.00 N146 0.00 - 0.00 N147 0.00 - 0.00 N148 0.00 - 0.00 N151 0.00 - 0.00 N152 0.00 - 0.00 N153 0.00 - 0.00 N154 0.00 - 0.00 206   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  29/33  N155 0.00 - 0.00 N156 0.00 - 0.00 N157 0.00 - 0.00 N158 0.00 - 0.00 N159 0.00 - 0.00 N160 0.00 - 0.00 N162 0.00 - 0.00 N165 0.00 - 0.00 N166 0.00 - 0.00 N167 0.00 - 0.00 N168 0.00 - 0.00 NODE ID 2-DIRECTION LOCAL AXIS FORCE SUPPORT DIRECTION (k) (deg.) N1 0.00 - 90.00 N2 0.00 - 90.00 N3 0.00 - 90.00 N4 0.00 - 90.00 N5 0.00 - 90.00 N6 0.00 - 90.00 N7 0.00 - 90.00 N9 0.00 - 90.00 N10 0.00 - 90.00 N11 0.00 - 90.00 N17 0.00 - 90.00 N19 -176.00 - 90.00 207   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  30/33  N20 -24.00 - 90.00 N22 0.00 - 90.00 N27 0.00 - 90.00 N28 -1689.00 - 90.00 N29 -455.00 - 90.00 N30 -234.00 - 90.00 N31 -13.00 - 90.00 N33 0.00 - 90.00 N37 0.00 - 90.00 N38 -994.00 - 90.00 N39 -230.00 - 90.00 N40 -63.00 - 90.00 N42 0.00 - 90.00 N47 0.00 - 90.00 N48 -2059.00 - 90.00 N49 -574.00 - 90.00 N50 -323.00 - 90.00 N51 -73.00 - 90.00 N53 0.00 - 90.00 N54 0.00 - 90.00 N61 0.00 - 90.00 N64 0.00 - 90.00 N65 0.00 - 90.00 N67 0.00 - 90.00 N68 0.00 - 90.00 N69 0.00 - 90.00 N70 0.00 - 90.00 208   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  31/33  N71 0.00 - 90.00 N72 0.00 - 90.00 N73 0.00 - 90.00 N74 0.00 - 90.00 N76 0.00 - 90.00 N78 0.00 - 90.00 N82 0.00 - 90.00 N83 0.00 - 90.00 N84 0.00 - 90.00 N85 0.00 - 90.00 N88 0.00 - 90.00 N89 0.00 - 90.00 N91 0.00 - 90.00 N94 0.00 - 90.00 N106 0.00 - 90.00 N107 0.00 - 90.00 N108 0.00 - 90.00 N109 0.00 - 90.00 N110 0.00 - 90.00 N119 0.00 - 90.00 N121 0.00 - 90.00 N123 0.00 - 90.00 N125 0.00 - 90.00 N126 0.00 - 90.00 N127 0.00 - 90.00 N129 0.00 - 90.00 N131 -821.00 - 90.00 209   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  32/33  N132 0.00 - 90.00 N133 0.00 - 90.00 N134 0.00 - 90.00 N135 0.00 - 90.00 N138 0.00 - 90.00 N144 0.00 - 90.00 N145 0.00 - 90.00 N146 0.00 - 90.00 N147 0.00 - 90.00 N148 0.00 - 90.00 N151 0.00 - 90.00 N152 0.00 - 90.00 N153 0.00 - 90.00 N154 0.00 - 90.00 N155 0.00 - 90.00 N156 0.00 - 90.00 N157 0.00 - 90.00 N158 0.00 - 90.00 N159 0.00 - 90.00 N160 0.00 - 90.00 N162 0.00 - 90.00 N165 0.00 - 90.00 N166 0.00 - 90.00 N167 0.00 - 90.00 N168 0.00 - 90.00 SIGN CONVENTION: (+) Force pointing away from the node (-) Force pointing toward the node 210   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 500yr CAST Input File  Bent 1 Cap_500YR_PUSH_NORTH (7.1) x  5/25/2012  33/33  Zero force = free node/no support D E S I G N C A L C U L A T I O N R E S U L T S : LOAD CONDITION: LC1 Design calculations have not been done or have not been successful. D E T A I L E D N O D A L Z O N E A N A L Y S I S R E S U L T S : LOAD CONDITION: LC1 Detailed Nodal Zone analysis has not been performed or has not been successful. S I M P L E C A P A C I T Y P R E D I C T I O N R E S U L T S : LOAD CONDITION: LC1 STRENGTH REDUCTION FACTOR: Excluded STEEL OVERSTRENGTH FACTOR: Excluded Simple capacity prediction has not been performed or has not been successful. L O A D D E F O R M A T I O N R E S U L T S : LOAD CONDITION: LC1 Load-Deformation analysis has not been performed or has not been successful. 211   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  1/34    C A S T - Computer Aided Strut-and-Tie - Version 0.9.11 (Last Updated on 1/26/04) File Name: Bent 1 Cap_1000YR_PUSH_NORTH (7.1).txt Date and Time Created: 5/25/2012 12:35:48 PM Associated Input Data File Name: Bent 1 Cap_1000YR_PUSH_NORTH (7.1).CST P R O J E C T D E S C R I P T I O N : PROJECT NAME: Sellwood Bridge - Bent 1 Cap Beam - 1000YR DESIGNER: EJK DATE: 5/25/2012 PROJECT NOTE: G E N E R A L P R O P E R T I E S : UNIT: US Unit D-REGION THICKNESS: 80.00 in. CONCRETE CYLINDER STRENGTH: 7800. psi CONCRETE TENSILE STRENGTH: 0. psi NON-PRESTRESSED REINFORCEMENT YIELD STRENGTH: 68000. psi S T R U C T U R E ' S B O U N D A R I E S D A T A : BOUNDARY ID POSITION # OF ENCLOSED AREA ENCLOSED AREA CENTROID CORNERS (in.²) X (in.) Y (in.) OStrB Outer 31 82927.68 -8.60 49.91 BOUNDARY ID CORNER COORDINATES X (in.) Y (in.) OStrB 146.40 84.00 146.43 113.70 139.69 116.88 110.50 116.88 110.50 84.00 57.50 84.00 57.50 116.88 27.08 116.88 21.86 113.36 21.70 84.00 -21.70 84.00 -21.74 114.20 -28.13 116.88 -57.50 116.88 -57.50 84.00 -110.50 84.00 -110.50 116.88 -141.25 116.88 -146.47 113.02 212   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  2/34    -146.40 84.00 -548.40 84.00 -548.40 23.00 -388.00 0.00 -231.00 0.00 -116.40 22.00 0.00 30.00 125.50 23.00 249.00 0.00 411.00 0.00 528.00 22.00 528.00 84.00 L O A D C O N D I T I O N S : LC1 S T R U T - A N D - T I E N O D E C O O R D I N A T E S : LOAD CONDITION: LC1 NODE ID X Y FUNCTION (in.) (in.) N1 -480.00 80.00 Strut-and-Tie N2 -324.00 80.00 Strut-and-Tie N3 -168.00 80.00 Strut-and-Tie N4 0.00 80.00 Strut-and-Tie N5 168.00 80.00 Strut-and-Tie N6 333.00 80.00 Strut-and-Tie N7 498.00 80.00 Strut-and-Tie N9 -168.00 17.80 Strut-and-Tie N10 0.00 34.00 Strut-and-Tie N11 168.00 21.00 Strut-and-Tie N17 -335.70 4.50 Strut-and-Tie N19 -370.00 47.00 Strut-and-Tie N20 -357.00 47.00 Strut-and-Tie N22 -329.00 47.00 Strut-and-Tie N27 -241.70 4.50 Strut-and-Tie N28 -293.00 47.00 Strut-and-Tie N29 -280.00 47.00 Strut-and-Tie N30 -267.00 47.00 Strut-and-Tie N31 -254.00 47.00 Strut-and-Tie N33 259.00 4.50 Strut-and-Tie N37 307.30 4.50 Strut-and-Tie N38 259.00 47.00 Strut-and-Tie N39 272.00 47.00 Strut-and-Tie N40 285.00 47.00 Strut-and-Tie N42 322.00 47.00 Strut-and-Tie N47 401.30 4.50 Strut-and-Tie N48 349.00 47.00 Strut-and-Tie N49 362.00 47.00 Strut-and-Tie N50 375.00 47.00 Strut-and-Tie 213   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  3/34    N51 388.00 47.00 Strut-and-Tie N53 -117.80 100.44 Strut-and-Tie N54 -110.50 100.44 Load/Support N61 -447.67 47.00 Strut-and-Tie N64 -168.00 47.00 Strut-and-Tie N65 -204.50 47.00 Strut-and-Tie N67 -480.00 84.00 Load/Support N68 -324.00 84.00 Load/Support N69 -168.00 84.00 Load/Support N70 -117.80 47.00 Strut-and-Tie N71 -117.80 80.00 Strut-and-Tie N72 -138.00 80.00 Strut-and-Tie N73 -138.00 47.00 Strut-and-Tie N74 -117.80 27.00 Strut-and-Tie N76 -50.20 80.00 Strut-and-Tie N78 -50.20 32.00 Strut-and-Tie N82 50.20 47.00 Strut-and-Tie N83 50.20 80.00 Strut-and-Tie N84 117.80 47.00 Strut-and-Tie N85 117.80 80.00 Strut-and-Tie N88 50.20 32.70 Strut-and-Tie N89 117.80 29.00 Strut-and-Tie N91 168.00 47.00 Strut-and-Tie N94 213.50 47.00 Strut-and-Tie N106 498.00 84.00 Load/Support N107 333.00 84.00 Load/Support N108 464.00 47.00 Strut-and-Tie N109 0.00 84.00 Load/Support N110 168.00 84.00 Load/Support N119 -204.50 10.90 Strut-and-Tie N121 138.00 47.00 Strut-and-Tie N123 138.00 25.80 Strut-and-Tie N125 213.50 12.35 Strut-and-Tie N126 213.50 80.00 Strut-and-Tie N127 -50.20 47.00 Strut-and-Tie N129 0.00 47.00 Strut-and-Tie N131 -383.00 47.00 Strut-and-Tie N132 -383.00 80.00 Strut-and-Tie N133 -447.67 80.00 Strut-and-Tie N134 50.20 100.44 Strut-and-Tie N135 30.00 80.00 Strut-and-Tie N138 57.50 100.44 Load/Support N144 -83.75 30.50 Strut-and-Tie N145 -83.75 47.00 Strut-and-Tie N146 -335.70 0.00 Load/Support N147 -241.70 0.00 Load/Support N148 -83.75 80.00 Strut-and-Tie N151 -246.20 0.00 Load/Support N152 -340.20 0.00 Load/Support N153 307.30 0.00 Load/Support N154 302.80 0.00 Load/Support N155 401.30 0.00 Load/Support N156 396.80 0.00 Load/Support N157 85.57 80.00 Strut-and-Tie 214   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  4/34    N158 85.57 47.00 Strut-and-Tie N159 -414.34 80.00 Strut-and-Tie N160 -414.34 47.00 Strut-and-Tie N162 285.00 80.00 Strut-and-Tie N165 426.00 47.00 Strut-and-Tie N166 426.00 80.00 Strut-and-Tie N167 388.00 80.00 Strut-and-Tie N168 349.00 80.00 Strut-and-Tie S T R U T - A N D - T I E E L E M E N T D A T A : LOAD CONDITION: LC1 ELEMENT ID CONNECTIVITY LENGTH END I END J (in.) E2000 N1 N61 46.20 E3003 N19 N20 13.00 E3005 N22 N28 36.00 E3006 N28 N29 13.00 E3007 N29 N30 13.00 E3008 N30 N31 13.00 E4003 N17 N22 43.02 E4012 N9 N64 29.20 E2007 N64 N3 33.00 E3010 N65 N64 36.50 E53 N1 N67 4.00 E54 N2 N68 4.00 E55 N3 N69 4.00 E1005 N3 N72 30.00 E1006 N72 N71 20.20 E2009 N72 N73 33.00 E3011 N64 N73 30.00 E3012 N73 N70 20.20 E2011 N70 N71 33.00 E4016 N74 N70 20.00 E66 N72 N53 28.74 E67 N71 N53 20.44 E68 N53 N54 7.30 E5007 N78 N10 50.24 E2020 N82 N83 33.00 E2024 N84 N85 33.00 E5008 N10 N88 50.22 E4022 N88 N82 14.30 E5009 N88 N89 67.70 E4023 N89 N84 18.00 E4026 N11 N91 26.00 E3022 N94 N38 45.50 E3023 N38 N39 13.00 E3024 N39 N40 13.00 E4032 N37 N42 44.97 E3026 N42 N48 27.00 E3027 N48 N49 13.00 E3028 N49 N50 13.00 215   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  5/34    E3029 N50 N51 13.00 E177 N7 N106 4.00 E178 N6 N107 4.00 E2040 N108 N7 47.38 E193 N4 N109 4.00 E194 N5 N110 4.00 E5001 N27 N119 37.75 E5002 N119 N9 37.15 E3019 N84 N121 20.20 E3020 N121 N91 30.00 E4025 N121 N123 21.20 E5010 N89 N123 20.45 E5011 N123 N11 30.38 E4027 N94 N125 34.65 E5012 N11 N125 46.32 E5013 N125 N33 46.17 E2029 N94 N126 33.00 E1016 N5 N126 45.50 E2027 N91 N5 33.00 E3021 N91 N94 45.50 E2015 N76 N127 33.00 E4020 N127 N78 15.00 E4021 N10 N129 13.00 E2017 N129 N4 33.00 E2010 N72 N70 38.69 E3002 N131 N19 13.00 E4000 N131 N17 63.59 E4001 N19 N17 54.61 E4002 N20 N17 47.54 E434 N131 N132 33.00 E1003 N132 N2 59.00 E2001 N61 N133 33.00 E1000 N1 N133 32.33 E442 N83 N134 20.44 E443 N134 N135 28.74 E2018 N135 N129 44.60 E1010 N4 N135 30.00 E1011 N135 N83 20.20 E452 N134 N138 7.30 E4005 N28 N27 66.62 E4006 N29 N27 57.21 E4007 N30 N27 49.46 E4009 N27 N65 56.48 E2019 N135 N82 38.69 E4035 N49 N47 57.89 E4036 N50 N47 49.98 E4030 N38 N37 64.34 E4031 N39 N37 55.25 E2026 N121 N5 44.60 E4018 N144 N145 16.50 E3013 N70 N145 34.05 E5005 N74 N144 34.23 E5006 N144 N78 33.58 E3014 N145 N127 33.55 216   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  6/34    E534 N17 N146 4.50 E535 N27 N147 4.50 E2013 N145 N148 33.00 E1007 N71 N148 34.05 E1008 N148 N76 33.55 E2014 N145 N76 47.06 E4013 N9 N73 41.86 E4017 N74 N145 39.49 E4015 N73 N74 28.43 E2008 N64 N72 44.60 E4019 N144 N127 37.39 E2012 N70 N148 47.42 E563 N27 N151 6.36 E564 N17 N152 6.36 E565 N37 N153 4.50 E566 N37 N154 6.36 E567 N47 N155 4.50 E568 N47 N156 6.36 E2022 N157 N158 33.00 E1012 N83 N157 35.37 E1013 N157 N85 32.23 E3017 N82 N158 35.37 E3018 N158 N84 32.23 E2021 N82 N157 48.38 E2023 N158 N85 46.13 E2016 N127 N4 60.08 E1009 N76 N4 50.20 E3015 N127 N129 50.20 E4024 N89 N121 27.06 E2025 N85 N121 38.69 E2003 N159 N160 33.00 E1001 N133 N159 33.33 E3000 N61 N160 33.33 E1002 N159 N132 31.34 E3001 N160 N131 31.34 E2002 N133 N160 46.90 E2004 N159 N131 45.51 E2005 N22 N2 33.38 E4010 N65 N119 36.10 E4011 N119 N64 51.34 E2032 N40 N162 33.00 E2031 N38 N162 42.01 E1019 N162 N6 48.00 E4033 N37 N48 59.54 E2033 N42 N6 34.79 E4037 N47 N108 75.75 E2038 N165 N166 33.00 E3030 N51 N165 38.00 E3031 N165 N108 38.00 E2039 N108 N166 50.33 E2036 N51 N167 33.00 E2037 N165 N167 50.33 E1022 N167 N166 38.00 E5015 N47 N37 94.00 217   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  7/34    E2034 N48 N168 33.00 E1020 N6 N168 16.00 E1021 N168 N167 39.00 E2035 N168 N51 51.09 E4034 N48 N47 67.39 E2006 N65 N3 49.21 E4004 N17 N28 60.25 E4029 N33 N38 42.50 E4028 N125 N38 57.19 E2030 N126 N38 56.21 E3004 N20 N22 28.00 E5000 N17 N27 94.00 E4008 N31 N27 44.24 E3009 N31 N65 49.50 E1004 N2 N3 156.00 E5014 N33 N37 48.30 E3025 N40 N42 37.00 E3016 N129 N82 50.20 E1014 N85 N5 50.20 E1023 N166 N7 72.00 E1017 N126 N162 71.50 E5003 N9 N74 51.04 E2028 N91 N126 56.21 ELEMENT ID DIRECTION FUNCTION (deg.) E2000 314.41 Strut-and-Tie E3003 0.00 Strut-and-Tie E3005 0.00 Strut-and-Tie E3006 0.00 Strut-and-Tie E3007 0.00 Strut-and-Tie E3008 0.00 Strut-and-Tie E4003 81.04 Strut-and-Tie E4012 90.00 Strut-and-Tie E2007 90.00 Strut-and-Tie E3010 0.00 Strut-and-Tie E53 90.00 Strut-and-Tie E54 90.00 Strut-and-Tie E55 90.00 Strut-and-Tie E1005 0.00 Strut-and-Tie E1006 0.00 Strut-and-Tie E2009 270.00 Strut-and-Tie E3011 0.00 Strut-and-Tie E3012 0.00 Strut-and-Tie E2011 90.00 Strut-and-Tie E4016 90.00 Strut-and-Tie E66 45.33 Strut-and-Tie E67 90.00 Strut-and-Tie E68 0.00 Strut-and-Tie E5007 2.28 Strut-and-Tie E2020 90.00 Strut-and-Tie E2024 90.00 Strut-and-Tie E5008 358.52 Strut-and-Tie E4022 90.00 Strut-and-Tie 218   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  8/34    E5009 356.87 Strut-and-Tie E4023 90.00 Strut-and-Tie E4026 90.00 Strut-and-Tie E3022 0.00 Strut-and-Tie E3023 0.00 Strut-and-Tie E3024 0.00 Strut-and-Tie E4032 70.92 Strut-and-Tie E3026 0.00 Strut-and-Tie E3027 0.00 Strut-and-Tie E3028 0.00 Strut-and-Tie E3029 0.00 Strut-and-Tie E177 90.00 Strut-and-Tie E178 90.00 Strut-and-Tie E2040 44.14 Strut-and-Tie E193 90.00 Strut-and-Tie E194 90.00 Strut-and-Tie E5001 9.76 Strut-and-Tie E5002 10.70 Strut-and-Tie E3019 0.00 Strut-and-Tie E3020 0.00 Strut-and-Tie E4025 270.00 Strut-and-Tie E5010 351.00 Strut-and-Tie E5011 350.91 Strut-and-Tie E4027 270.00 Strut-and-Tie E5012 349.23 Strut-and-Tie E5013 350.21 Strut-and-Tie E2029 90.00 Strut-and-Tie E1016 0.00 Strut-and-Tie E2027 90.00 Strut-and-Tie E3021 0.00 Strut-and-Tie E2015 270.00 Strut-and-Tie E4020 270.00 Strut-and-Tie E4021 90.00 Strut-and-Tie E2017 90.00 Strut-and-Tie E2010 301.47 Strut-and-Tie E3002 0.00 Strut-and-Tie E4000 318.06 Strut-and-Tie E4001 308.91 Strut-and-Tie E4002 296.62 Strut-and-Tie E434 90.00 Stabilizer E1003 0.00 Strut-and-Tie E2001 90.00 Strut-and-Tie E1000 0.00 Strut-and-Tie E442 90.00 Strut-and-Tie E443 225.33 Strut-and-Tie E2018 227.73 Strut-and-Tie E1010 0.00 Strut-and-Tie E1011 0.00 Strut-and-Tie E452 0.00 Strut-and-Tie E4005 320.36 Strut-and-Tie E4006 312.02 Strut-and-Tie E4007 300.77 Strut-and-Tie E4009 48.80 Strut-and-Tie E2019 301.47 Strut-and-Tie 219   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  9/34    E4035 312.76 Strut-and-Tie E4036 301.75 Strut-and-Tie E4030 318.65 Strut-and-Tie E4031 309.71 Strut-and-Tie E2026 47.73 Strut-and-Tie E4018 90.00 Strut-and-Tie E3013 0.00 Strut-and-Tie E5005 5.87 Strut-and-Tie E5006 2.56 Strut-and-Tie E3014 0.00 Strut-and-Tie E534 270.00 Strut-and-Tie E535 270.00 Strut-and-Tie E2013 90.00 Strut-and-Tie E1007 0.00 Strut-and-Tie E1008 0.00 Strut-and-Tie E2014 44.53 Strut-and-Tie E4013 44.23 Strut-and-Tie E4017 30.43 Strut-and-Tie E4015 315.29 Strut-and-Tie E2008 47.73 Strut-and-Tie E4019 26.19 Strut-and-Tie E2012 44.10 Strut-and-Tie E563 225.00 Strut-and-Tie E564 225.00 Strut-and-Tie E565 270.00 Strut-and-Tie E566 225.00 Strut-and-Tie E567 270.00 Strut-and-Tie E568 225.00 Strut-and-Tie E2022 270.00 Strut-and-Tie E1012 0.00 Strut-and-Tie E1013 0.00 Strut-and-Tie E3017 0.00 Strut-and-Tie E3018 0.00 Strut-and-Tie E2021 43.01 Strut-and-Tie E2023 45.68 Strut-and-Tie E2016 33.32 Strut-and-Tie E1009 0.00 Strut-and-Tie E3015 0.00 Strut-and-Tie E4024 41.70 Strut-and-Tie E2025 301.47 Strut-and-Tie E2003 270.00 Strut-and-Tie E1001 0.00 Strut-and-Tie E3000 0.00 Strut-and-Tie E1002 0.00 Strut-and-Tie E3001 0.00 Strut-and-Tie E2002 315.29 Strut-and-Tie E2004 313.52 Strut-and-Tie E2005 81.38 Strut-and-Tie E4010 270.00 Strut-and-Tie E4011 44.68 Strut-and-Tie E2032 90.00 Strut-and-Tie E2031 51.77 Strut-and-Tie E1019 0.00 Strut-and-Tie E4033 45.54 Strut-and-Tie 220   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  10/34    E2033 71.57 Strut-and-Tie E4037 34.13 Strut-and-Tie E2038 90.00 Strut-and-Tie E3030 0.00 Strut-and-Tie E3031 0.00 Strut-and-Tie E2039 139.03 Strut-and-Tie E2036 90.00 Strut-and-Tie E2037 139.03 Strut-and-Tie E1022 0.00 Strut-and-Tie E5015 180.00 Strut-and-Tie E2034 90.00 Strut-and-Tie E1020 0.00 Strut-and-Tie E1021 0.00 Strut-and-Tie E2035 319.76 Strut-and-Tie E4034 320.90 Strut-and-Tie E2006 42.12 Strut-and-Tie E4004 44.87 Strut-and-Tie E4029 90.00 Strut-and-Tie E4028 37.29 Strut-and-Tie E2030 324.05 Strut-and-Tie E3004 0.00 Strut-and-Tie E5000 0.00 Strut-and-Tie E4008 286.14 Strut-and-Tie E3009 0.00 Strut-and-Tie E1004 0.00 Strut-and-Tie E5014 0.00 Strut-and-Tie E3025 0.00 Strut-and-Tie E3016 0.00 Strut-and-Tie E1014 0.00 Strut-and-Tie E1023 0.00 Strut-and-Tie E1017 0.00 Strut-and-Tie E5003 10.39 Strut-and-Tie E2028 35.95 Strut-and-Tie S T R U T - A N D - T I E P R O P E R T Y T Y P E S : STRUT TYPES: STRUT TYPE STRUT EFFECTIVENESS PHI STRESS LIMIT EQUATION FACTOR FACTOR (psi) NOTATION FOR ACI STRUT EQUATIONS: (0) ACI Prismatic Struts (1) ACI Bottle-Shaped Struts w/ Steel (2) ACI Bottle-Shaped Struts w/o Steel (3) ACI Struts in Tension Members (4) ACI Struts for All Other Cases NOTATION FOR USER-DEFINED/GENERAL STRUT EQUATIONS: (0) User-Defined (1) Nielsen (1978) 221   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  11/34    (2) Ramirez & Breen (1983) (3) Marti (1985) (4) Schlaich (1987) Uncracked Strut (5) Schlaich (1987) Strut w/ Reinf/Tensile Strain Perp to Its Axis (6) Schlaich (1987) Strut w/ Skew Reinf/Tensile Strain to Its Axis (7) Schlaich (1987) Strut w/ Severe Crack Width (8) MacGregor (1997) Uncracked Strut (9) MacGregor (1997) Cracked Strut w/ Transv Steel (10) MacGregor (1997) Cracked Strut w/o Transv Steel (11) MacGregor (1997) Strut in Tension Zone TIE TYPES: TYPE NAME # OF LAYERS Double_x2_@12" 2 Double_x3_@12" 3 SLug_Anc 1 Double_x1 1 Bot_#10_Bundled 2 Top_#14 1 Center_#14 1 Mid_#14 1 TYPE NAME TOTAL AREA PHI OVERSTRENGTH YIELD FORCE (in.²) FACTOR FACTOR (k) Double_x2_@12" 6.32 0.900 1.000 386.78 Double_x3_@12" 9.48 0.900 1.000 580.18 SLug_Anc 20.34 0.900 1.000 1244.81 Double_x1 3.16 0.900 1.000 193.39 Bot_#10_Bundled 30.48 0.900 1.000 1865.38 Top_#14 27.00 0.900 1.000 1652.40 Center_#14 27.00 0.900 1.000 1652.40 Mid_#14 27.00 0.900 1.000 1652.40 TYPE NAME LAYER # BAR SIZE # OF BARS DISTANCE FROM REF- ERENCE LINE (in.) Double_x2_@12" 1 #8 4 6.00 2 #8 4 - 6.00 222   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  12/34    Double_x3_@12" 1 #8 4 12.00 2 #8 4 0.00 3 #8 4 - 12.00 SLug_Anc 1 #10 1 0.00 Double_x1 1 #8 4 0.00 Bot_#10_Bundled 1 #10 12 0.63 2 #10 12 - 0.63 Top_#14 1 #14 12 0.88 Center_#14 1 #14 12 0.00 Mid_#14 1 #14 12 0.88 NODE TYPES: NODE TYPE NODE EFFECTIVENESS PHI STRESS LIMIT EQUATION FACTOR FACTOR (psi) CCC USER (0) 0.850 0.700 4641. CCT USER (0) 0.750 0.700 4095. CTT USER (0) 0.650 0.700 3549. NOTATION FOR ACI NODE EQUATIONS: (0) ACI CCC Nodes (1) ACI CCT Nodes (2) ACI CTT Nodes NOTATION FOR USER-DEFINED/GENERAL NODE EQUATIONS: (0) User-Defined (1) Marti (1985) CCC Node (2) Schlaich et al (1987) CCC Node (3) Schlaich et al (1987) CCT/CTT Node (4) MacGregor (1997) CCC Node (5) MacGregor (1997) CCT Node (6) MacGregor (1997) CTT Node S T R U T - A N D - T I E P R O P E R T Y A S S I G N M E N T S : LOAD CONDITION: LC1 NODES: 223   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  13/34    NODE ID PROPERTY TYPE THICKNESS SCALE FACTOR N1 (Not Yet Assigned) 1.00 N2 CTT 1.00 N3 (Not Yet Assigned) 1.00 N4 (Not Yet Assigned) 1.00 N5 (Not Yet Assigned) 1.00 N6 (Not Yet Assigned) 1.00 N7 (Not Yet Assigned) 1.00 N9 (Not Yet Assigned) 1.00 N10 (Not Yet Assigned) 1.00 N11 (Not Yet Assigned) 1.00 N17 CCC 1.00 N19 (Not Yet Assigned) 1.00 N20 (Not Yet Assigned) 1.00 N22 (Not Yet Assigned) 1.00 N27 CCC 1.00 N28 CCC 1.00 N29 (Not Yet Assigned) 1.00 N30 (Not Yet Assigned) 1.00 N31 (Not Yet Assigned) 1.00 N33 (Not Yet Assigned) 1.00 N37 (Not Yet Assigned) 1.00 N38 (Not Yet Assigned) 1.00 N39 (Not Yet Assigned) 1.00 N40 (Not Yet Assigned) 1.00 N42 (Not Yet Assigned) 1.00 N47 (Not Yet Assigned) 1.00 N48 (Not Yet Assigned) 1.00 N49 (Not Yet Assigned) 1.00 N50 (Not Yet Assigned) 1.00 N51 (Not Yet Assigned) 1.00 N53 (Not Yet Assigned) 1.00 N54 CCT 1.00 N61 (Not Yet Assigned) 1.00 N64 CTT 1.00 N65 CCT 1.00 N67 CCT 1.00 N68 CTT 1.00 N69 CTT 1.00 N70 CTT 1.00 N71 (Not Yet Assigned) 1.00 N72 (Not Yet Assigned) 1.00 N73 CTT 1.00 N74 (Not Yet Assigned) 1.00 N76 (Not Yet Assigned) 1.00 N78 (Not Yet Assigned) 1.00 N82 (Not Yet Assigned) 1.00 N83 (Not Yet Assigned) 1.00 N84 (Not Yet Assigned) 1.00 N85 (Not Yet Assigned) 1.00 N88 (Not Yet Assigned) 1.00 N89 (Not Yet Assigned) 1.00 224   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  14/34    N91 (Not Yet Assigned) 1.00 N94 (Not Yet Assigned) 1.00 N106 (Not Yet Assigned) 1.00 N107 (Not Yet Assigned) 1.00 N108 (Not Yet Assigned) 1.00 N109 (Not Yet Assigned) 1.00 N110 (Not Yet Assigned) 1.00 N119 (Not Yet Assigned) 1.00 N121 (Not Yet Assigned) 1.00 N123 (Not Yet Assigned) 1.00 N125 (Not Yet Assigned) 1.00 N126 (Not Yet Assigned) 1.00 N127 CTT 1.00 N129 (Not Yet Assigned) 1.00 N131 (Not Yet Assigned) 1.00 N132 (Not Yet Assigned) 1.00 N133 (Not Yet Assigned) 1.00 N134 (Not Yet Assigned) 1.00 N135 (Not Yet Assigned) 1.00 N138 (Not Yet Assigned) 1.00 N144 (Not Yet Assigned) 1.00 N145 (Not Yet Assigned) 1.00 N146 CCC 1.00 N147 CCC 1.00 N148 (Not Yet Assigned) 1.00 N151 (Not Yet Assigned) 1.00 N152 (Not Yet Assigned) 1.00 N153 (Not Yet Assigned) 1.00 N154 (Not Yet Assigned) 1.00 N155 (Not Yet Assigned) 1.00 N156 (Not Yet Assigned) 1.00 N157 (Not Yet Assigned) 1.00 N158 (Not Yet Assigned) 1.00 N159 (Not Yet Assigned) 1.00 N160 (Not Yet Assigned) 1.00 N162 (Not Yet Assigned) 1.00 N165 (Not Yet Assigned) 1.00 N166 (Not Yet Assigned) 1.00 N167 (Not Yet Assigned) 1.00 N168 (Not Yet Assigned) 1.00 ELEMENTS: ELEMENT ID PROPERTY TYPE RELATIVE STIFFNESS E2000 (Not Yet Assigned) 1.000 E3003 Center_#14 1.000 E3005 Center_#14 1.000 E3006 (Not Yet Assigned) 1.000 E3007 (Not Yet Assigned) 1.000 E3008 (Not Yet Assigned) 1.000 E4003 (Not Yet Assigned) 1.000 E4012 Double_x2_@12" 1.000 E2007 Double_x2_@12" 1.000 225   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  15/34    E3010 (Not Yet Assigned) 1.000 E53 (Not Yet Assigned) 1.000 E54 (Not Yet Assigned) 1.000 E55 (Not Yet Assigned) 1.000 E1005 (Not Yet Assigned) 1.000 E1006 Top_#14 1.000 E2009 (Not Yet Assigned) 1.000 E3011 (Not Yet Assigned) 1.000 E3012 (Not Yet Assigned) 1.000 E2011 (Not Yet Assigned) 1.000 E4016 (Not Yet Assigned) 1.000 E66 (Not Yet Assigned) 1.000 E67 (Not Yet Assigned) 1.000 E68 (Not Yet Assigned) 1.000 E5007 Bot_#10_Bundled 1.000 E2020 (Not Yet Assigned) 1.000 E2024 (Not Yet Assigned) 1.000 E5008 Bot_#10_Bundled 1.000 E4022 (Not Yet Assigned) 1.000 E5009 Bot_#10_Bundled 1.000 E4023 (Not Yet Assigned) 1.000 E4026 Double_x1 1.000 E3022 Center_#14 1.000 E3023 Center_#14 1.000 E3024 Center_#14 1.000 E4032 (Not Yet Assigned) 1.000 E3026 Center_#14 1.000 E3027 (Not Yet Assigned) 1.000 E3028 Center_#14 1.000 E3029 Center_#14 1.000 E177 (Not Yet Assigned) 1.000 E178 (Not Yet Assigned) 1.000 E2040 (Not Yet Assigned) 1.000 E193 (Not Yet Assigned) 1.000 E194 (Not Yet Assigned) 1.000 E5001 (Not Yet Assigned) 1.000 E5002 (Not Yet Assigned) 1.000 E3019 Center_#14 1.000 E3020 Center_#14 1.000 E4025 Double_x1 1.000 E5010 Bot_#10_Bundled 1.000 E5011 Bot_#10_Bundled 1.000 E4027 Double_x2_@12" 1.000 E5012 Bot_#10_Bundled 1.000 E5013 Bot_#10_Bundled 1.000 E2029 Double_x2_@12" 1.000 E1016 Top_#14 1.000 E2027 Double_x1 1.000 E3021 Center_#14 1.000 E2015 Double_x2_@12" 1.000 E4020 Double_x2_@12" 1.000 E4021 Double_x3_@12" 1.000 E2017 Double_x3_@12" 1.000 E2010 (Not Yet Assigned) 1.000 226   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  16/34    E3002 Center_#14 1.000 E4000 (Not Yet Assigned) 1.000 E4001 (Not Yet Assigned) 1.000 E4002 (Not Yet Assigned) 1.000 E434 (Not Yet Assigned) 1.000 E1003 Top_#14 1.000 E2001 Double_x3_@12" 1.000 E1000 Top_#14 1.000 E442 (Not Yet Assigned) 1.000 E443 (Not Yet Assigned) 1.000 E2018 (Not Yet Assigned) 1.000 E1010 (Not Yet Assigned) 1.000 E1011 Top_#14 1.000 E452 (Not Yet Assigned) 1.000 E4005 (Not Yet Assigned) 1.000 E4006 (Not Yet Assigned) 1.000 E4007 (Not Yet Assigned) 1.000 E4009 (Not Yet Assigned) 1.000 E2019 (Not Yet Assigned) 1.000 E4035 (Not Yet Assigned) 1.000 E4036 (Not Yet Assigned) 1.000 E4030 (Not Yet Assigned) 1.000 E4031 (Not Yet Assigned) 1.000 E2026 (Not Yet Assigned) 1.000 E4018 Double_x2_@12" 1.000 E3013 (Not Yet Assigned) 1.000 E5005 (Not Yet Assigned) 1.000 E5006 Bot_#10_Bundled 1.000 E3014 (Not Yet Assigned) 1.000 E534 (Not Yet Assigned) 1.000 E535 (Not Yet Assigned) 1.000 E2013 Double_x2_@12" 1.000 E1007 Top_#14 1.000 E1008 Top_#14 1.000 E2014 (Not Yet Assigned) 1.000 E4013 (Not Yet Assigned) 1.000 E4017 (Not Yet Assigned) 1.000 E4015 (Not Yet Assigned) 1.000 E2008 (Not Yet Assigned) 1.000 E4019 (Not Yet Assigned) 1.000 E2012 (Not Yet Assigned) 1.000 E563 (Not Yet Assigned) 1.000 E564 (Not Yet Assigned) 1.000 E565 (Not Yet Assigned) 1.000 E566 (Not Yet Assigned) 1.000 E567 (Not Yet Assigned) 1.000 E568 (Not Yet Assigned) 1.000 E2022 Double_x3_@12" 1.000 E1012 Top_#14 1.000 E1013 Top_#14 1.000 E3017 Center_#14 1.000 E3018 Center_#14 1.000 E2021 (Not Yet Assigned) 1.000 E2023 (Not Yet Assigned) 1.000 227   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  17/34    E2016 (Not Yet Assigned) 1.000 E1009 Top_#14 1.000 E3015 (Not Yet Assigned) 1.000 E4024 (Not Yet Assigned) 1.000 E2025 (Not Yet Assigned) 1.000 E2003 Double_x3_@12" 1.000 E1001 Top_#14 1.000 E3000 (Not Yet Assigned) 1.000 E1002 Top_#14 1.000 E3001 (Not Yet Assigned) 1.000 E2002 (Not Yet Assigned) 1.000 E2004 (Not Yet Assigned) 1.000 E2005 (Not Yet Assigned) 1.000 E4010 Double_x2_@12" 1.000 E4011 (Not Yet Assigned) 1.000 E2032 Double_x1 1.000 E2031 (Not Yet Assigned) 1.000 E1019 Top_#14 1.000 E4033 (Not Yet Assigned) 1.000 E2033 (Not Yet Assigned) 1.000 E4037 (Not Yet Assigned) 1.000 E2038 Double_x1 1.000 E3030 Center_#14 1.000 E3031 Center_#14 1.000 E2039 (Not Yet Assigned) 1.000 E2036 Double_x1 1.000 E2037 (Not Yet Assigned) 1.000 E1022 Top_#14 1.000 E5015 Bot_#10_Bundled 1.000 E2034 Double_x1 1.000 E1020 Top_#14 1.000 E1021 Top_#14 1.000 E2035 (Not Yet Assigned) 1.000 E4034 (Not Yet Assigned) 1.000 E2006 (Not Yet Assigned) 1.000 E4004 (Not Yet Assigned) 1.000 E4029 (Not Yet Assigned) 1.000 E4028 (Not Yet Assigned) 1.000 E2030 (Not Yet Assigned) 1.000 E3004 Center_#14 1.000 E5000 (Not Yet Assigned) 1.000 E4008 (Not Yet Assigned) 1.000 E3009 (Not Yet Assigned) 1.000 E1004 Top_#14 1.000 E5014 Bot_#10_Bundled 1.000 E3025 Center_#14 1.000 E3016 Center_#14 1.000 E1014 Top_#14 1.000 E1023 Top_#14 1.000 E1017 Top_#14 1.000 E5003 (Not Yet Assigned) 1.000 E2028 (Not Yet Assigned) 1.000 ELEMENT ID PROVIDED THICKNESS 228   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  18/34    WIDTH SCALE FACTOR (in.) E2000 6.00 1.00 E3003 14.00 1.00 E3005 14.00 1.00 E3006 14.00 1.00 E3007 14.00 1.00 E3008 14.00 1.00 E4003 10.00 1.00 E4012 18.00 1.00 E2007 18.00 1.00 E3010 14.00 1.00 E53 0.00 1.00 E54 0.00 1.00 E55 0.00 1.00 E1005 7.75 1.00 E1006 7.75 1.00 E2009 6.00 1.00 E3011 14.00 1.00 E3012 14.00 1.00 E2011 0.00 1.00 E4016 0.00 1.00 E66 0.00 0.50 E67 0.00 1.00 E68 0.00 1.00 E5007 8.50 1.00 E2020 0.00 1.00 E2024 0.00 1.00 E5008 8.50 1.00 E4022 0.00 1.00 E5009 8.50 1.00 E4023 0.00 1.00 E4026 12.00 1.00 E3022 14.00 1.00 E3023 14.00 1.00 E3024 14.00 1.00 E4032 6.00 1.00 E3026 14.00 1.00 E3027 14.00 1.00 E3028 14.00 1.00 E3029 14.00 1.00 E177 0.00 1.00 E178 0.00 1.00 E2040 3.00 1.00 E193 0.00 1.00 E194 0.00 1.00 E5001 8.50 1.00 E5002 8.50 1.00 E3019 14.00 1.00 E3020 14.00 1.00 E4025 12.00 1.00 E5010 8.50 1.00 E5011 8.50 1.00 E4027 18.00 1.00 229   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  19/34    E5012 8.50 1.00 E5013 8.50 1.00 E2029 18.00 1.00 E1016 7.75 1.00 E2027 12.00 1.00 E3021 14.00 1.00 E2015 18.00 1.00 E4020 18.00 1.00 E4021 24.00 1.00 E2017 24.00 1.00 E2010 6.00 0.50 E3002 14.00 1.00 E4000 10.00 1.00 E4001 2.00 0.23 E4002 1.00 0.23 E434 0.00 1.00 E1003 7.75 1.00 E2001 24.00 1.00 E1000 7.75 1.00 E442 0.00 1.00 E443 0.00 0.50 E2018 6.00 1.00 E1010 7.75 1.00 E1011 7.75 1.00 E452 0.00 1.00 E4005 6.00 1.00 E4006 6.00 0.23 E4007 3.00 0.23 E4009 10.00 1.00 E2019 12.00 1.00 E4035 6.00 1.00 E4036 3.00 1.00 E4030 8.00 1.00 E4031 3.00 1.00 E2026 6.00 1.00 E4018 18.00 1.00 E3013 14.00 1.00 E5005 8.50 1.00 E5006 8.50 1.00 E3014 14.00 1.00 E534 0.00 0.78 E535 0.00 0.78 E2013 18.00 1.00 E1007 7.75 1.00 E1008 7.75 1.00 E2014 6.00 1.00 E4013 3.00 1.00 E4017 6.00 1.00 E4015 6.00 1.00 E2008 6.00 1.00 E4019 8.00 1.00 E2012 6.00 1.00 E563 0.00 1.00 E564 0.00 1.00 230   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  20/34    E565 0.00 1.00 E566 0.00 1.00 E567 0.00 1.00 E568 0.00 1.00 E2022 24.00 1.00 E1012 7.75 1.00 E1013 7.75 1.00 E3017 14.00 1.00 E3018 14.00 1.00 E2021 6.00 1.00 E2023 6.00 1.00 E2016 10.00 1.00 E1009 7.75 1.00 E3015 14.00 1.00 E4024 6.00 1.00 E2025 3.00 1.00 E2003 24.00 1.00 E1001 7.75 1.00 E3000 14.00 1.00 E1002 7.75 1.00 E3001 14.00 1.00 E2002 6.00 1.00 E2004 6.00 1.00 E2005 10.00 1.00 E4010 18.00 1.00 E4011 6.00 1.00 E2032 12.00 1.00 E2031 3.00 1.00 E1019 7.75 1.00 E4033 19.00 1.00 E2033 6.00 1.00 E4037 6.00 1.00 E2038 12.00 1.00 E3030 14.00 1.00 E3031 14.00 1.00 E2039 3.00 1.00 E2036 12.00 1.00 E2037 3.00 1.00 E1022 7.75 1.00 E5015 8.50 1.00 E2034 12.00 1.00 E1020 7.75 1.00 E1021 7.75 1.00 E2035 3.00 1.00 E4034 3.00 1.00 E2006 10.00 1.00 E4004 16.00 1.00 E4029 1.50 1.00 E4028 3.00 1.00 E2030 3.00 1.00 E3004 14.00 1.00 E5000 8.50 1.00 E4008 1.00 1.00 E3009 14.00 1.00 231   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  21/34    E1004 7.75 1.00 E5014 8.50 1.00 E3025 14.00 1.00 E3016 14.00 1.00 E1014 7.75 1.00 E1023 7.75 1.00 E1017 7.75 1.00 E5003 8.50 1.00 E2028 0.00 1.00 S T R E S S - S T R A I N R E L A T I O N S H I P S : TYPE NAME # OF POINTS INPUT FIRST SECOND FORMAT COLUMN COLUMN NOTATION FOR STRESS-STRAIN FORMAT: (0) Strain (in./in.); Stress (psi) (1) Stress (psi); Strain (in./in.) (2) Strain (in./in.); Stress (f'c) (3) Stress (f'c); Strain (in./in.) (4) Strain (in./in.); Stress (fy) (5) Stress (fy); Strain (in./in.) TYPE NAME STRESS STRAIN TANGENT MODULUS (psi) (in./in.) (psi) TYPE NAME YIELD POINT ULTIMATE POINT STRESS STRAIN STRESS STRESS (psi) (in./in.) (psi) (in./in.) S T R E S S - S T R A I N R E L A T I O N S H I P A S S I G N M E N T S : LOAD CONDITION: LC1 ELEMENT ID STRESS-STRAIN CURVE SCALE FACTOR E2000 (Not Yet Assigned) NA E3003 (Not Yet Assigned) NA E3005 (Not Yet Assigned) NA E3006 (Not Yet Assigned) NA E3007 (Not Yet Assigned) NA E3008 (Not Yet Assigned) NA E4003 (Not Yet Assigned) NA E4012 (Not Yet Assigned) NA E2007 (Not Yet Assigned) NA E3010 (Not Yet Assigned) NA E53 (Not Yet Assigned) NA E54 (Not Yet Assigned) NA 232   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  22/34    E55 (Not Yet Assigned) NA E1005 (Not Yet Assigned) NA E1006 (Not Yet Assigned) NA E2009 (Not Yet Assigned) NA E3011 (Not Yet Assigned) NA E3012 (Not Yet Assigned) NA E2011 (Not Yet Assigned) NA E4016 (Not Yet Assigned) NA E66 (Not Yet Assigned) NA E67 (Not Yet Assigned) NA E68 (Not Yet Assigned) NA E5007 (Not Yet Assigned) NA E2020 (Not Yet Assigned) NA E2024 (Not Yet Assigned) NA E5008 (Not Yet Assigned) NA E4022 (Not Yet Assigned) NA E5009 (Not Yet Assigned) NA E4023 (Not Yet Assigned) NA E4026 (Not Yet Assigned) NA E3022 (Not Yet Assigned) NA E3023 (Not Yet Assigned) NA E3024 (Not Yet Assigned) NA E4032 (Not Yet Assigned) NA E3026 (Not Yet Assigned) NA E3027 (Not Yet Assigned) NA E3028 (Not Yet Assigned) NA E3029 (Not Yet Assigned) NA E177 (Not Yet Assigned) NA E178 (Not Yet Assigned) NA E2040 (Not Yet Assigned) NA E193 (Not Yet Assigned) NA E194 (Not Yet Assigned) NA E5001 (Not Yet Assigned) NA E5002 (Not Yet Assigned) NA E3019 (Not Yet Assigned) NA E3020 (Not Yet Assigned) NA E4025 (Not Yet Assigned) NA E5010 (Not Yet Assigned) NA E5011 (Not Yet Assigned) NA E4027 (Not Yet Assigned) NA E5012 (Not Yet Assigned) NA E5013 (Not Yet Assigned) NA E2029 (Not Yet Assigned) NA E1016 (Not Yet Assigned) NA E2027 (Not Yet Assigned) NA E3021 (Not Yet Assigned) NA E2015 (Not Yet Assigned) NA E4020 (Not Yet Assigned) NA E4021 (Not Yet Assigned) NA E2017 (Not Yet Assigned) NA E2010 (Not Yet Assigned) NA E3002 (Not Yet Assigned) NA E4000 (Not Yet Assigned) NA E4001 (Not Yet Assigned) NA 233   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  23/34    E4002 (Not Yet Assigned) NA E434 (Not Yet Assigned) NA E1003 (Not Yet Assigned) NA E2001 (Not Yet Assigned) NA E1000 (Not Yet Assigned) NA E442 (Not Yet Assigned) NA E443 (Not Yet Assigned) NA E2018 (Not Yet Assigned) NA E1010 (Not Yet Assigned) NA E1011 (Not Yet Assigned) NA E452 (Not Yet Assigned) NA E4005 (Not Yet Assigned) NA E4006 (Not Yet Assigned) NA E4007 (Not Yet Assigned) NA E4009 (Not Yet Assigned) NA E2019 (Not Yet Assigned) NA E4035 (Not Yet Assigned) NA E4036 (Not Yet Assigned) NA E4030 (Not Yet Assigned) NA E4031 (Not Yet Assigned) NA E2026 (Not Yet Assigned) NA E4018 (Not Yet Assigned) NA E3013 (Not Yet Assigned) NA E5005 (Not Yet Assigned) NA E5006 (Not Yet Assigned) NA E3014 (Not Yet Assigned) NA E534 (Not Yet Assigned) NA E535 (Not Yet Assigned) NA E2013 (Not Yet Assigned) NA E1007 (Not Yet Assigned) NA E1008 (Not Yet Assigned) NA E2014 (Not Yet Assigned) NA E4013 (Not Yet Assigned) NA E4017 (Not Yet Assigned) NA E4015 (Not Yet Assigned) NA E2008 (Not Yet Assigned) NA E4019 (Not Yet Assigned) NA E2012 (Not Yet Assigned) NA E563 (Not Yet Assigned) NA E564 (Not Yet Assigned) NA E565 (Not Yet Assigned) NA E566 (Not Yet Assigned) NA E567 (Not Yet Assigned) NA E568 (Not Yet Assigned) NA E2022 (Not Yet Assigned) NA E1012 (Not Yet Assigned) NA E1013 (Not Yet Assigned) NA E3017 (Not Yet Assigned) NA E3018 (Not Yet Assigned) NA E2021 (Not Yet Assigned) NA E2023 (Not Yet Assigned) NA E2016 (Not Yet Assigned) NA E1009 (Not Yet Assigned) NA E3015 (Not Yet Assigned) NA 234   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  24/34    E4024 (Not Yet Assigned) NA E2025 (Not Yet Assigned) NA E2003 (Not Yet Assigned) NA E1001 (Not Yet Assigned) NA E3000 (Not Yet Assigned) NA E1002 (Not Yet Assigned) NA E3001 (Not Yet Assigned) NA E2002 (Not Yet Assigned) NA E2004 (Not Yet Assigned) NA E2005 (Not Yet Assigned) NA E4010 (Not Yet Assigned) NA E4011 (Not Yet Assigned) NA E2032 (Not Yet Assigned) NA E2031 (Not Yet Assigned) NA E1019 (Not Yet Assigned) NA E4033 (Not Yet Assigned) NA E2033 (Not Yet Assigned) NA E4037 (Not Yet Assigned) NA E2038 (Not Yet Assigned) NA E3030 (Not Yet Assigned) NA E3031 (Not Yet Assigned) NA E2039 (Not Yet Assigned) NA E2036 (Not Yet Assigned) NA E2037 (Not Yet Assigned) NA E1022 (Not Yet Assigned) NA E5015 (Not Yet Assigned) NA E2034 (Not Yet Assigned) NA E1020 (Not Yet Assigned) NA E1021 (Not Yet Assigned) NA E2035 (Not Yet Assigned) NA E4034 (Not Yet Assigned) NA E2006 (Not Yet Assigned) NA E4004 (Not Yet Assigned) NA E4029 (Not Yet Assigned) NA E4028 (Not Yet Assigned) NA E2030 (Not Yet Assigned) NA E3004 (Not Yet Assigned) NA E5000 (Not Yet Assigned) NA E4008 (Not Yet Assigned) NA E3009 (Not Yet Assigned) NA E1004 (Not Yet Assigned) NA E5014 (Not Yet Assigned) NA E3025 (Not Yet Assigned) NA E3016 (Not Yet Assigned) NA E1014 (Not Yet Assigned) NA E1023 (Not Yet Assigned) NA E1017 (Not Yet Assigned) NA E5003 (Not Yet Assigned) NA E2028 (Not Yet Assigned) NA S T R U C T U R E ' S B O U N D A R Y C O N D I T I O N S : LOAD CONDITION: LC1 235   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  25/34    BEARING PLATES: NODE ID LENGTH WIDTH THICKNESS (in.) (in.) (in.) N54 19.50 40.00 0.50 N67 36.00 24.00 2.00 N68 36.00 24.00 2.00 N69 36.00 24.00 2.00 N106 36.00 24.00 2.00 N107 36.00 24.00 2.00 N109 23.00 24.00 2.00 N110 36.00 24.00 2.00 N146 29.00 62.00 4.00 N147 17.20 62.00 4.00 N153 26.10 62.00 4.00 N155 14.20 62.00 4.00 BOUNDARY FORCES OR SUPPORTS: NODE ID LOAD SUPPORT DIRECTION (k) (deg.) N54 - YES -90.00 N67 - YES 0.00 N68 -1123.00 - 0.00 N69 -688.00 - 0.00 N106 - YES 0.00 N107 -704.00 - 0.00 N109 -176.00 - 0.00 N110 -262.00 - 0.00 N138 -1693.00 - -90.00 N146 -3812.00 - 180.00 N147 -1501.00 - 180.00 N151 -1219.00 - 135.00 N152 -1219.00 - 135.00 N153 -3317.00 - 180.00 N154 -1175.00 - 135.00 N155 -992.00 - 180.00 N156 -1175.00 - 135.00 SIGN CONVENTION: (+) Force pointing away from the node (-) Force pointing toward the node Zero force = free node/no support S T R U C T U R E ' S B O D Y F O R C E S O R S U P P O R T S : LOAD CONDITION: LC1 NODE ID 1-DIRECTION LOCAL AXIS FORCE SUPPORT DIRECTION 236   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  26/34    (k) (deg.) N1 0.00 - 0.00 N2 0.00 - 0.00 N3 0.00 - 0.00 N4 0.00 - 0.00 N5 0.00 - 0.00 N6 0.00 - 0.00 N7 0.00 - 0.00 N9 0.00 - 0.00 N10 0.00 - 0.00 N11 0.00 - 0.00 N17 0.00 - 0.00 N19 0.00 - 0.00 N20 0.00 - 0.00 N22 0.00 - 0.00 N27 0.00 - 0.00 N28 0.00 - 0.00 N29 0.00 - 0.00 N30 0.00 - 0.00 N31 0.00 - 0.00 N33 0.00 - 0.00 N37 0.00 - 0.00 N38 0.00 - 0.00 N39 0.00 - 0.00 N40 0.00 - 0.00 N42 0.00 - 0.00 N47 0.00 - 0.00 237   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  27/34    N48 0.00 - 0.00 N49 0.00 - 0.00 N50 0.00 - 0.00 N51 0.00 - 0.00 N53 0.00 - 0.00 N54 0.00 - 0.00 N61 0.00 - 0.00 N64 0.00 - 0.00 N65 0.00 - 0.00 N67 0.00 - 0.00 N68 0.00 - 0.00 N69 0.00 - 0.00 N70 0.00 - 0.00 N71 0.00 - 0.00 N72 0.00 - 0.00 N73 0.00 - 0.00 N74 0.00 - 0.00 N76 0.00 - 0.00 N78 0.00 - 0.00 N82 0.00 - 0.00 N83 0.00 - 0.00 N84 0.00 - 0.00 N85 0.00 - 0.00 N88 0.00 - 0.00 N89 0.00 - 0.00 N91 0.00 - 0.00 N94 0.00 - 0.00 238   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  28/34    N106 0.00 - 0.00 N107 0.00 - 0.00 N108 0.00 - 0.00 N109 0.00 - 0.00 N110 0.00 - 0.00 N119 0.00 - 0.00 N121 0.00 - 0.00 N123 0.00 - 0.00 N125 0.00 - 0.00 N126 0.00 - 0.00 N127 0.00 - 0.00 N129 0.00 - 0.00 N131 0.00 - 0.00 N132 0.00 - 0.00 N133 0.00 - 0.00 N134 0.00 - 0.00 N135 0.00 - 0.00 N138 0.00 - 0.00 N144 0.00 - 0.00 N145 0.00 - 0.00 N146 0.00 - 0.00 N147 0.00 - 0.00 N148 0.00 - 0.00 N151 0.00 - 0.00 N152 0.00 - 0.00 N153 0.00 - 0.00 N154 0.00 - 0.00 239   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  29/34    N155 0.00 - 0.00 N156 0.00 - 0.00 N157 0.00 - 0.00 N158 0.00 - 0.00 N159 0.00 - 0.00 N160 0.00 - 0.00 N162 0.00 - 0.00 N165 0.00 - 0.00 N166 0.00 - 0.00 N167 0.00 - 0.00 N168 0.00 - 0.00 NODE ID 2-DIRECTION LOCAL AXIS FORCE SUPPORT DIRECTION (k) (deg.) N1 0.00 - 90.00 N2 0.00 - 90.00 N3 0.00 - 90.00 N4 0.00 - 90.00 N5 0.00 - 90.00 N6 0.00 - 90.00 N7 0.00 - 90.00 N9 0.00 - 90.00 N10 0.00 - 90.00 N11 0.00 - 90.00 N17 0.00 - 90.00 N19 -215.00 - 90.00 240   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  30/34    N20 -34.00 - 90.00 N22 0.00 - 90.00 N27 0.00 - 90.00 N28 -2045.00 - 90.00 N29 -554.00 - 90.00 N30 -289.00 - 90.00 N31 -25.00 - 90.00 N33 0.00 - 90.00 N37 0.00 - 90.00 N38 -1206.00 - 90.00 N39 -283.00 - 90.00 N40 -83.00 - 90.00 N42 0.00 - 90.00 N47 0.00 - 90.00 N48 -2471.00 - 90.00 N49 -690.00 - 90.00 N50 -392.00 - 90.00 N51 -94.00 - 90.00 N53 0.00 - 90.00 N54 0.00 - 90.00 N61 0.00 - 90.00 N64 0.00 - 90.00 N65 0.00 - 90.00 N67 0.00 - 90.00 N68 0.00 - 90.00 N69 0.00 - 90.00 N70 0.00 - 90.00 241   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  31/34    N71 0.00 - 90.00 N72 0.00 - 90.00 N73 0.00 - 90.00 N74 0.00 - 90.00 N76 0.00 - 90.00 N78 0.00 - 90.00 N82 0.00 - 90.00 N83 0.00 - 90.00 N84 0.00 - 90.00 N85 0.00 - 90.00 N88 0.00 - 90.00 N89 0.00 - 90.00 N91 0.00 - 90.00 N94 0.00 - 90.00 N106 0.00 - 90.00 N107 0.00 - 90.00 N108 0.00 - 90.00 N109 0.00 - 90.00 N110 0.00 - 90.00 N119 0.00 - 90.00 N121 0.00 - 90.00 N123 0.00 - 90.00 N125 0.00 - 90.00 N126 0.00 - 90.00 N127 0.00 - 90.00 N129 0.00 - 90.00 N131 -989.00 - 90.00 242   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  32/34    N132 0.00 - 90.00 N133 0.00 - 90.00 N134 0.00 - 90.00 N135 0.00 - 90.00 N138 0.00 - 90.00 N144 0.00 - 90.00 N145 0.00 - 90.00 N146 0.00 - 90.00 N147 0.00 - 90.00 N148 0.00 - 90.00 N151 0.00 - 90.00 N152 0.00 - 90.00 N153 0.00 - 90.00 N154 0.00 - 90.00 N155 0.00 - 90.00 N156 0.00 - 90.00 N157 0.00 - 90.00 N158 0.00 - 90.00 N159 0.00 - 90.00 N160 0.00 - 90.00 N162 0.00 - 90.00 N165 0.00 - 90.00 N166 0.00 - 90.00 N167 0.00 - 90.00 N168 0.00 - 90.00 SIGN CONVENTION: (+) Force pointing away from the node (-) Force pointing toward the node 243   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  33/34    Zero force = free node/no support D E S I G N C A L C U L A T I O N R E S U L T S : LOAD CONDITION: LC1 ELEMENTS: ELEMENT ID FORCE STRESS STRESS LIMIT/YIELD FORCE (k) (psi) (psi) (k) ELEMENT ID STRESS RATIO f'c RATIO Beta RATIO NODES: NODE ID NODE FACE FORCE STRESS STRESS LIMIT (k) (psi) (psi) NODE ID NODE FACE STRESS RATIO f'c RATIO Beta RATIO D E T A I L E D N O D A L Z O N E A N A L Y S I S R E S U L T S : LOAD CONDITION: LC1 Detailed Nodal Zone analysis has not been performed or has not been successful. S I M P L E C A P A C I T Y P R E D I C T I O N R E S U L T S : LOAD CONDITION: LC1 STRENGTH REDUCTION FACTOR: Excluded STEEL OVERSTRENGTH FACTOR: Excluded Simple capacity prediction has not been performed or has not been successful. L O A D D E F O R M A T I O N R E S U L T S : LOAD CONDITION: LC1 244   Sellwood Willamette River Bridge  Bent Cap Design    100% Calculation Book  Bent 1: 1000yr CAST Input File    Bent 1 Cap_1000YR_PUSH_NORTH (7.1) x  5/25/2012  34/34    Load-Deformation analysis has not been performed or has not been successful. 245 246 EKristof Text Box Shear Lugs Sellwood Willamette River Bridge 100% Calculation Book Bent 1, 4 Shear Lug Design Main Span Transverse EQ Shear Main Span Transverse Base Shear Force with one shear link at each Bent (Only main span masses through single link, approach span transverse masses are applied directly to cap 500YR: No‐Scour Member Station Result Case Force X  (kips) Force Y  (kips) Force Z  (kips) Moment X  (kips‐ft) Moment Y  (kips‐ft) Moment Z  (kips‐ft) Abs. Force Z  (kips) 40013 0 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 81.4 0.0 1370.6 0.0 0.0 0.0 1370.6 40013 1 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 81.4 0.0 1370.6 0.0 1370.6 0.0 1370.6 40013 0 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 29.0 0.0 ‐1341.8 0.0 0.0 0.0 1341.8 40013 1 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 29.0 0.0 ‐1341.8 0.0 ‐1341.8 0.0 1341.8 70012 0 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 41.7 0.0 1042.6 0.0 0.0 0.0 1042.6 70012 1 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 41.7 0.0 1042.6 0.0 1271.9 0.0 1042.6 70012 0 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐88.6 0.0 ‐1045.9 0.0 0.0 0.0 1045.9 70012 1 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐88.6 0.0 ‐1045.9 0.0 ‐1276.0 0.0 1045.9 File: SWB_FinalDesign_500EQ_Staged_NoScour_Rev7.1_OneLink.lar 500YR: Half‐Scour Member Station Result Case Force X  (kips) Force Y  (kips) Force Z  (kips) Moment X  (kips‐ft) Moment Y  (kips‐ft) Moment Z  (kips‐ft) Abs. Force Z  (kips) 40013 0 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 84.1 0.0 1539.2 0.0 0.0 0.0 1539.2 40013 1 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 84.1 0.0 1539.2 0.0 1539.2 0.0 1539.2 40013 0 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 27.5 0.0 ‐1507.5 0.0 0.0 0.0 1507.5 40013 1 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 27.5 0.0 ‐1507.5 0.0 ‐1507.5 0.0 1507.5 70012 0 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 44.2 0.0 1034.4 0.0 0.0 0.0 1034.4 70012 1 500YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 44.2 0.0 1034.4 0.0 1262.0 0.0 1034.4 70012 0 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐91.0 0.0 ‐1039.5 0.0 0.0 0.0 1039.5 70012 1 500YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐91.0 0.0 ‐1039.5 0.0 ‐1268.2 0.0 1039.5 File: SWB_FinalDesign_500EQ_Staged_HalfScour_Rev7.1_OneLink.lar 1000YR: No‐Scour Member Station Result Case Force X  (kips) Force Y  (kips) Force Z  (kips) Moment X  (kips‐ft) Moment Y  (kips‐ft) Moment Z  (kips‐ft) Abs. Force Z  (kips) 40013 0 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 88.6 0.0 1711.9 0.0 0.0 0.0 1711.9 40013 1 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 88.6 0.0 1711.9 0.0 1711.9 0.0 1711.9 40013 0 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 22.1 0.0 ‐1683.6 0.0 0.0 0.0 1683.6 40013 1 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 22.1 0.0 ‐1683.6 0.0 ‐1683.6 0.0 1683.6 70012 0 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 122.6 0.0 1461.6 0.0 0.0 0.0 1461.6 70012 1 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 122.6 0.0 1461.6 0.0 1783.2 0.0 1461.6 70012 0 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐169.5 0.0 ‐1461.4 0.0 0.0 0.0 1461.4 70012 1 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐169.5 0.0 ‐1461.4 0.0 ‐1782.9 0.0 1461.4 File: SWB_FinalDesign_1000EQ_Staged_NoScour_Rev7.1_OneLink.lar 1000YR: Half‐Scour Member Station Result Case Force X  (kips) Force Y  (kips) Force Z  (kips) Moment X  (kips‐ft) Moment Y  (kips‐ft) Moment Z  (kips‐ft) Abs. Force Z  (kips) 40013 0 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 91.5 0.0 1877.9 0.0 0.0 0.0 1877.9 40013 1 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 91.5 0.0 1877.9 0.0 1877.9 0.0 1877.9 40013 0 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 20.3 0.0 ‐1846.2 0.0 0.0 0.0 1846.2 40013 1 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) 20.3 0.0 ‐1846.2 0.0 ‐1846.2 0.0 1846.2 70012 0 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 71.5 0.0 1440.8 0.0 0.0 0.0 1440.8 70012 1 1000YR_Env_EQ_C: (DC+DW)+(0.3L+1.0T) 71.5 0.0 1440.8 0.0 1757.8 0.0 1440.8 70012 0 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐118.3 0.0 ‐1443.0 0.0 0.0 0.0 1443.0 70012 1 1000YR_Env_EQ_D: (DC+DW)‐(0.3L+1.0T) ‐118.3 0.0 ‐1443.0 0.0 ‐1760.5 0.0 1443.0 File: SWB_FinalDesign_1000EQ_Staged_HalfScour_Rev7.1_OneLink.lar SUMMARY 500YR EQ: Total Transverse Shear Force from Main Span Bent 1 = 1539.2 k Bent 4 = 1045.9 k 1000YR EQ: Total Transverse Shear Force from Main Span Bent 1 = 1877.9 k Bent 4 = 1461.6 k Notes:  Force Fz is the transverse shear in the vertical link that was used to determine the total base shear.  Member 40013 is at Bent 1. Member 70012 is at Bent 4. SWB_ShearLug_ShearForce_Displacement_Rev7.1.xlsx 5/25/2012 1/1 247 248 249 250 EKristof Text Box End Diaphragm JEIII Project: Sellwood Bridge 5-24-2012 Item: End Diaphragm Background At each end of the bridge the end diaphragm is designed to resist transverse movement of the structure with the use of a steel restrainer bolted to the bottom flange of the end diaphragm. There are 2 restrainers at each bridge end, in the middle most bays of the bridge. Each steel restrainer is bolted to the bottom flange of the end diaphragm for both ease of installation and future replacement. The end restrainers are built up of steel plates; 2 vertical stiffeners and multiple horizontal stiffeners to create the box section. The end diaphragm is connected to the structure by 1” high strength bolts (ASTM A490) due to the high shear forces and moments caused by the eccentricity of the restrainer connected to the diaphragm below. Design checks were performed using a custom design spreadsheet and hand calculations. Design checks were done in accordance with AASHTO LRFD and AASHTO Guide Specifications for LRFD Seismic Design, as well as ODOT Bridge Design and Drafting Manual. Design Parameters All plate material was assumed to be 50 ksi minimum and all bolts were assumed to be A325 as a minimum except for the bolted connection of the diaphragm to the edge girder where A490 bolts were used. All design loads and displacements were determined using the results of a global 3D LARSA analysis model. Analysis results include all service, strength, extreme, 500 year seismic, and 1000 year seismic events. The 1000 year event was taken to be an extreme event with all strength reduction values taken to be 1.0 for design. Force results for the 1000 year event were increased by 20% for connection design as directed by the project manager. 251 Main Span End Diaphragm End Diaphragm & Trans. Restrainer Plan Sheets 252 253 254 255 256 257 Main Span End Diaphragm End Diaphragm & Trans. Restrainer Restrainer Design Calculations 258 Projects: Job No : Sheet: 1 of 5 Item: Designer: Date: Checker: Date: SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 Factored Transverse Force = 1126.8 kips Factored force = 1878 X 1.2factor / 2 end diaphs. = 1126.8 Eccentricity = 20.94 in Factored Moment = 1966.0 kip*ft Tesnile Strength of Bolt, Fub = 150 ksi Bolt Size = 1.00 in Hole Size = 1.06 in A = 0.79 in 2 Ab = 0.79 in 2 Min Rolled Edge Distance = 1.25 in Min Sheared Edge Distance = 1.75 in Min Spacing 3.00 in Thread Excluded from Shear Plane = Yes No of Bolt Lines = 6No of Bolt Lines = 6 No of Bolts per Line = 12 Total No of Bolts = 72 Typical Bolt Spacing = 3.00 in O.K. Number of Shear Planes = 1 Bolt Stitch Length = 33.00 in Pu/Bolt = 15.65 kipsPu/Bolt = 15.65 kips Tu/End Bolt = 36.41 kips Bolt y dist abs (y) 1 -16.5 16.5 2 -13.50 13.5 Bolt Pattern in Major Axis 2 -13.50 13.5 3 -10.50 10.5 4 -7.50 7.5 5 -4.50 4.5 6 -1.50 1.5 7 1.50 1.5 8 4.50 4.5 9 7.50 7.5 10 10.50 10.510 10.50 10.5 11 13.50 13.5 12 16.50 16.5 259 Projects: Job No : Sheet: 2 of 5 Item: Designer: Date: Checker: Date: 5/24/2011 SELLWOOD END DIAPHRAGM DESIGN J. Escamilla Rn = 56.55 kips Φs = 0.75 Rr = 42.41 kips d/c = 0.37 O.K. Tn = 89.54 kips Φt = 0.80 Tr = 71.63 kips d/c = 0.51 O.K. Φs = 0.80 Tn = 72.41 kips Φt = 0.80 Tr = 57.93 kips d/c = 0.63d/c = 0.63 O.K. Top Box Plate Thickness = 1.00 in Bottom Flage Diaphragm Thickness = 1.13 in Bolt Edge Distance = 2.00 in Check Bearing Bolt Edge Distance = 2.00 in O.K. Clear Distance Between Holes = 1.94 in Rn Per Bolt Web = 116.25 kips Rn Per Stiffener PL = 135.00 kips Φbb = 0.80Φbb = 0.80 Rr Total = 6696.0 kips d/c = 0.17 O.K. 260 Projects: Job No : Sheet: 3 of 5 Item: Designer: Date: Checker: Date: SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 Gross Shear Length = 76.00 in No. Shear Holes = 24 Gross Tension Length = in No. Tension Holes = 0 Thickness Steel = 1.00 in A = 76.00 in 2 Block Shear Scenario 1 Avg = 76.00 in 2 Avn = 50.50 in 2 Atn = 0.00 in 2 Rp = 1.00 Ubs = 1.00 Φbs = 0.80 Rr Total = 1523.1 kipsRr Total = 1523.1 kips d/c = 0.74 O.K. BEARING PLATE DESIGN d = 13.03 in bf = 14.98 in B = 13.03 inB = 13.03 in N = 14.98 in m = 1.302 in n = 0.52 in n' = 3.49 lambda = 1 l = 3.49 t = 1.25 in Bearing Plate Thickness = 1.375 inBearing Plate Thickness = 1.375 in O.K. 261 Projects: Job No : Sheet: 4 of 5 Item: Designer: Date: Checker: Date: HORIZONTAL STIFFENER DESIGN 5/24/2011 SELLWOOD END DIAPHRAGM DESIGN J. Escamilla HORIZONTAL STIFFENER DESIGN Stiffener Thickness = 0.625 in bt = 7.22 in Projected Width Left = 3.500 in Projected Width Right = 7.000 in Stiffener Width to use = 10.50 in Apn = 6.56 in 2 (Rsb)n = 459.4 kips Φb = 1.00 (Rsb)r = 459.39 kips Web Length to use = 9.18 in Web Area = 6.89 in 2 Web Area = 6.89 in Is = 48.54 in 4 Ag = 13.45 in 2 rs = 1.90 in K = 0.75 L = 30 inL = 30 in Pe = 27440.9 kips Po = 672.5 kips Pe/Po = 40.81 Pn = 665.6 kips Φb = 0.90 Pr = 599.1 kipsPr = 599.1 kips For 2 Vetical Webs & Stiffener = 1198.1 kips d/c = 0.94 O.K. 262 Projects: Job No : Sheet: 5 of 5 Item: Designer: Date: Checker: Date: SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 Assumed Shear Load for 1 side = 200.37 kips Weld Electrode, Fexx = 70.0 ksi No of Welds = 2 Fillet Weld Size = 0.3125 in Weld Length = 29.88 in Area Weld = 13.20 in 2 φ = 0.80 Weld Size for Horizontal Stiffener φe2 = 0.80 Rr = 443.56 kips d/c = 0.45 263 Main Span End Diaphragm End Diaphragm & Trans. Restrainer End Diaphragm Design Calculations 264 Projects: Job No : Sheet: 1 of 10 Item: Designer: Date: Checker: Date: DIAPGRAM GIRDER PROPERTIES SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 DIAPGRAM GIRDER PROPERTIES Unbraced Length (negative bending) = 12.63 ft TF Width = 26.25 in TF Thickness = 1.13 in Web Depth = 32.75 in Total Depth of 2'-11 Web Thickness = 0.88 in BF Width 26.25 in BF Thickness = 1.13 inBF Thickness = 1.13 in Area = 87.72 in 2 Ixx = 19511 in 4 Sxx = 1115 in 3 Iyc = 1696 in 4 Iyt = 1696 in 4 Iyt = 1696 in D/tw = 37.43 O.K. bf/(2*tf) = 11.67 O.K. D/6 = 5.46 O.K. 1.1*tw = 0.96 O.K. Iyc/Iyc = 1.00 O.K. 265 Projects: Job No : Sheet: 2 of 10 Item: Designer: Date: Checker: Date: 5/24/2011 SELLWOOD END DIAPHRAGM DESIGN J. Escamilla λf = 11.66667 λpf = 9.15λpf = 9.15 λrf = 13.49 2Dc/tw = 37.4 λrw = 137.3 Satisfies Rb = 1.00 R = 1.00Rh = 1.00 Fyr = 35.00 ksi Fnc = 41.30 ksi 266 Projects: Job No : Sheet: 3 of 10 Item: Designer: Date: Checker: Date: r1 = 7.03 in SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 r1 = 7.03 in Lb = 151.50 in Lp = 169.32 in Lr = 531.92 in Cb = 1.00 Fnc = 50.00 ksi M = 3837.0 kip*ftMn = 3837.0 kip*ft Φf = 1.00 Mr = 3837.0 kip*ft d/c = 0.94 O.K. Shear Force in Couple for Weld = 1322.48 kipsShear Force in Couple for Weld = 1322.48 kips Weld Electrode, Fexx = 70.0 ksi No of Welds = 2 Fillet Weld Size = 0.3125 in Weld Length = 10.50 ft Area Weld = 55.68 in 2 φe2 = 0.80 Rr = 1870.72 kipsRr = 1870.72 kips d/c = 0.71 267 Projects: Job No : Sheet: 4 of 10 Item: Designer: Date: Checker: Date: DIAPHRAGM TO EDGE GIRDER WEB CONNECTION 5/24/2011 SELLWOOD END DIAPHRAGM DESIGN J. Escamilla DIAPHRAGM TO EDGE GIRDER WEB CONNECTION Eccentricity = 38.4375 in Factored Moment = 3609.3 kip*ft Disatances Between CG of Flange Bolts = 33.75 in No of Bolt Lines = 2 No of Bolts per Line = 8 Total No of Bolts = 16 Web Splice Total No of Bolts = 16 Typical Bolt Spacing = 3.00 in O.K. Number of Shear Planes = 2 Bolt Stitch Length = 21.00 in Pu/Bolt From Shear = 70.43 kips For Web Bolts Flange Splice No of Bolt Lines = 8 No of Bolts per Line = 2 Total No of Bolts = 16 Typical Bolt Spacing = 3.00 in O.K. Number of Shear Planes = 2 Bolt Stitch Length = 3.00 in Flange Splice Shear Force per Flange = 1283.30 kips Pu/Bolt From Shear = 80.21 kips For Flange Bolts Rn = 113.10 kips Φs = 0.75 Rr = 84.82 kipsRr = 84.82 kips d/c = 0.95 O.K. 268 Projects: Job No : Sheet: 5 of 10 Item: Designer: Date: Checker: Date: CHECK PLATES FOR WEB CONNECTION SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 CHECK PLATES FOR WEB CONNECTION Diaphragm Web Plate Thickness = 0.88 in Vertical Stiffener Thickness = 0.75 in Gusset Plate Thickness = 1.00 in Number of Gusset Plates = 2 Bolt Edge Distance = 1.50 in O.K. Gusset Plate Height = 24.00 in 2 Gusset Plate Height = 24.00 in 2 Clear Distance Between Holes = 1.94 in Rn Per Bolt Web = 101.72 kips Rn Per Stiffener PL = 90.00 kips Rn Per Bolt Gusset = 240.00 kips Φbb = 0.80 Rr Total = 1152.00 kipsRr Total = 1152.00 kips d/c = 0.98 O.K. No. Shear Spaces = 2 Block Shear Scenario 1 No. Shear Spaces = 2 No. Shear Edges = 2 No. Shear Holes = 3 No. Tension Spaces = 7 No. Tension Edges = 0 No. Tension Holes = 9 Thickness Steel = 2.00 in A = 6.00 in 2 Avg = 6.00 in 2 Avn = -0.38 in 2 Atn = 22.88 in 2 Rp = 1.00 Ubs = 1.00 Φbs = 0.80 Rr Total = 1178.2 kipsRr Total = 1178.2 kips d/c = 0.96 O.K. 269 Projects: Job No : Sheet: 6 of 10 Item: Designer: Date: Checker: Date: 5/24/2011 SELLWOOD END DIAPHRAGM DESIGN J. Escamilla Block Shear Scenario 2 No. Shear Spaces = 2 No. Shear Edges = 2 No. Shear Holes = 3 No. Tension Spaces = 7 No. Tension Edges = 0 No. Tension Holes = 7 Thickness Steel = 0.88 in Block Shear Scenario 2 Avg = 7.88 in 2 Avn = 5.09 in 2 Atn = 11.87 in 2 Rp = 1.00 Ubs = 1.00 Φbs = 0.80 R Total = 770.5 kipsRr Total = 770.5 kips d/c = 1.46 N.G. Note: In order for the web of the Edge Girder to fail in tension, both top and bottom flanges must fail concurrently. Add the capacity of those members as well. See Below. No. Shear Spaces = 1 No. Shear Edges = 1 No. Shear Holes = 1.5 No. Tension Spaces = 3 No. Tension Edges = 1 No. Tension Holes = 3.5 Thickness Steel = 1.13 in those members as well. See Below. Thickness Steel = 1.13 in Avg = 5.06 in 2 Avn = 3.27 in 2 Atn = 5.94 in 2 Rp = 1.00 Ubs = 1.00 Φbs = 0.80Φbs = 0.80 Rr = 407.6 kips per corner of Flange Rr Total, 4*Flange + Web = 2400.7 kips d/c = 0.47 O.K. 270 Projects: Job No : Sheet: 7 of 10 Item: Designer: Date: Checker: Date: CHECK PLATES FOR FLANGE CONNECTION SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 CHECK PLATES FOR FLANGE CONNECTION Diaphragm Flange Plate Thickness = 1.13 in Edge Girder TF Thickness = 1 in Gusset Plate Thickness = 0.88 in Number of Gusset Plates = 2 O.K. Bolt Edge Distance = 1.50 in Clear Distance Between Holes = 1.94 in Rn Per Bolt Web = 130.78 kips Rn Per Stiffener PL = 120.00 kips Rn Per Bolt Gusset = 210.00 kips Φbb = 0.80 Rr Total = 1536.00 kipsRr Total = 1536.00 kips d/c = 0.84 O.K. No. Shear Spaces = 0 No. Shear Edges = 0 No. Shear Holes = 0 No. Tension Spaces = 7 No. Tension Edges = 2 No. Tension Holes = 8 Thickness Steel = 1.75 in Block Shear Scenario 1 Thickness Steel = 1.75 in Avg = 0.00 in 2 Avn = 0.00 in 2 Atn = 27.13 in 2 Rp = 1.00 Ubs = 1.00 Φbs = 0.80 Rr Total = 1410.5 kips d/c = 0.91 O.K. 271 Projects: Job No : Sheet: 8 of 10 Item: Designer: Date: Checker: Date: VERTICAL STIFFENERS AT STEEL BLOCK DESIGN 5/24/2011 SELLWOOD END DIAPHRAGM DESIGN J. Escamilla VERTICAL STIFFENERS AT STEEL BLOCK DESIGN Horizontal Load at CG of Bumper = 1126.80 kips Eccentricity Bumper to CG of Bolts = 14.30 in Moment Couple of Vertical Stiffeners = 31.25 in Comperssion/Tension at Stiffeners = 515.44 kips Stiffener Thickness = 0.875 in bt = 10.11 inbt = 10.11 in Projected Width Left = 10.00 in Projected Width Right = 10.00 in Stiffener Width to use = 20.00 in Apn = 17.50 in 2 (Rsb)n = 1225.0 kips Φb = 1.00Φb = 1.00 (Rsb)r = 1225.00 kips d/c = 0.42 O.K. Web Length to use = 7.63 in Web Area = 6.67 in 2 Is = 32.89 in 4 Ag = 24.17 in 2 rs = 1.17 in K = 0.75 L = 43 in P = 9051.2 kipsPe = 9051.2 kips Po = 1208.6 kips Pe/Po = 7.49 Pn = 1142.9 kips Φb = 0.90 Pr = 1028.6 kips d/c = 0.50d/c = 0.50 O.K. 272 Projects: Job No : Sheet: 9 of 10 Item: Designer: Date: Checker: Date: SHEAR STUD DESIGN END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 SELLWOOD SHEAR STUD DESIGN Stud Diameter = 0.88 in Stud Length = 4.00 No of Studs per row = 4 No of Rows per Diaphragm = 12 Total No of Studs/Diaphragm = 48 Asc = 0.60 in 2 E = 4069.6 ksiEc = 4069.6 ksi Fu = 60 ksi Qn /stud = 36.1 kips Qn Total = 1731.8 kips Φb = 0.85 Qr Total = 1472.0 kips P = 1126.8 kipsP = 1126.8 kips d/c = 0.77 O.K. 273 Projects: Job No : Sheet: 10 of 10 Item: Designer: Date: Checker: Date: Shear Design of Plate Diphragm SELLWOOD END DIAPHRAGM DESIGN J. Escamilla 5/24/2011 Shear Design of Plate Diphragm D = 32.75 in tw = 0.75 in Fyw = 50 ksi Vp = 712.3 kips k = 8.9k = 8.9 Stiffener Spacing = 37.2 in α = 1.14 C = 4.24 Vn = 2143 kips Proportion Check = 0.83Proportion Check = 0.83 274 _General_Design Calc Cover _General_TOC _General_Design Overview _General_Plan Set Bent Caps_P-M Design_General Bent Caps_P-M Design_Calcs Bent Caps_P-M Design_XTRACT Input Bent Caps_Strut and Tie_General Bent Caps_Strut and Tie_Column RSA Demands Bent Caps_Strut and Tie_Anchorage Resultants Bent Caps_Strut and Tie_Column, Girder Summary Bent Caps_Strut and Tie_Loading and Geometry Diagrams General 500yr Loading (1 of 2) 500yr Loading (2 of 2) 1000yr Loading (1 of 2) 1000yr Loading (2 of 2) Bent Caps_Strut and Tie_Tie Steel Areas Bent Caps_Strut and Tie_Force Diagrams 500yr Forces (1 of 2) 500yr Forces (2 of 2) 1000yr Forces (1 of 2) 1000yr Forces (2 of 2) Bent Caps_Strut and Tie_Calculations Bent Caps_Strut and Tie_500yr CAST Input File Bent Caps_Strut and Tie_1000yr CAST Input File Shear Lugs_Design Shear Lugs_EQ Demands End Diaphragm_Design Calcs End Diaphragm Narrative Divider 1 SLW_BRIDGE_SHEET_2011-00_TYLI_BENT 1 COLUMN SLW_BRIDGE_SHEET_2013-00_TYLI_BENT 1 CAP BEAM DETAILS 1 SLW_BRIDGE_SHEET_2013-00_TYLI_BENT 1 CAP BEAM DETAILS 1.dwg Layout1 SLW_BRIDGE_SHEET_2016-00_TYLI_BENT 1 DIAPHRAGM DETAILS 1 SLW_BRIDGE_SHEET_2017-00_TYLI_BENT 1 DIAPHRAGM DETAILS 2 SLW_BRIDGE_SHEET_2017-01_TYLI_BENT 1 DIAPHRAGM DETAILS 3 Divider 2 Divider 3 End Diaphragm Design Calcs Blank Page