Engineering Calculation Critique - 7 Questions

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

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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

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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

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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

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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

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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

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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 6x6 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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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