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Steel Structure Calculations 01.31.2006
PILLAR STRUCTURAL ENGINEERING INJECTION PLANT STEEL STRUCTURE CALCULATIONS for ENCANA BENZEL #1- 836 PAD GARFIELD COUNTY, CO JANUARY 31, 2006 PROJECT ENGINEER: J. Brendan Bummer, PE REVIEW ENGINEER: J. Brendan Bummer, PE POWER SERVICE, INC. 5625 W YELLOWSTONE P.O. BOX 2870 Casper, WY 82602 770 West Collins Drive, Suite 200C Casper, WY 82601 Phone: (307) 265.3900 - Fax: (307) 265.3559 OARFIELD COUNTY - MOLDING REQUIREMENTS 77% •i:•,•=2 • P".7"4 • ,i6.% . • • : A-, 71/4-".4i• • • -itositsliVrert-cnAt-74..±At, . • •• 7.35,1 ..:4•1, • • --,-; • '-r5 ,j; ,• • _ ":"' v*e • , • ..t• ":= • - • .• • • •- : . • - • . 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N I. .. I. M N I. Load Case Summary 2 Service Load Cases 6 Equation Cases Load Combination Summary Equation Case: LRFD A4-1 Combination: LRFD A4-1 Contributing Cases & Source Dead loads (Dead loads) Snow loads (Snow loads) Equation Case: LRFD A4 -2a Combination: LRFD A4 -2a Contributing Cases & Source Dead loads (Dead loads) Snow loads (Snow loads) Equation Case* LRFD A4 -2b Combination: LRFD A4 -2b Contributing Cases 6 Source Dead loads (Dead loads) Snow loads (Snow loads) Equation Case: LRFD A4 -3c Combination: LRFD A4 -3c Contributing Cases & Source Dead loads (Dead loads) Snow loads (Snow loads) Equation Case: LRFD A! -5a Combination: LRFD A4 -5a Contributing Cases 6 Source Dead loads (Dead loads) Snow loads (Snow loads) Equation Case: LRFD A4 -6a Combination: LRFD A4 -6a Contributing Cases 6 Source Dead loads (Dead loads) Snow loads (Snow loads) Summary - Member(s): M1, M2, M3 ... Member Length Weight Elasticity Az Iz Sz (+y) Sz (-y) ft IC Ksi i1:02 in^4 in^3 in^3 M1 7.0000 0.0450 29000.0000 1.8900 2.4600 1.6400 1.6400 M2 7.0000 0.0450 29000.0000 1.8900 2.4600 1.6400 1.6400 M3 7.0401 0.0453 29000.0000 1.8900 2.4600 1.6400 1.6400 M4 7.0401 0.0453 29000.0000 1.8900 2.4600 1.6400 1.6400 -1- Member Length height Elasticity Ax la Ss (47) Ss (-y) ft K Kai u02 sstA4 is^3 ia"3 M5 0_7500 0.0048 29000.0000 1.8900 2.4600 1.6400 1.6400 Deed loads Snow Meds to Sztxeme Item. Member Load Case Offset Fx Vy Mz ft X X K -ft Max Axial M1 Max Mz M3 Max Vy M4 Min Axial M3 Min Mz - Min Vy - LRFD A4 -3c - 0.0000 17.6149 -0.0408 1. 3.3792 -17.718 •.0272 0.0000 -17.519 1.3599 0.0000ea7.90' 1.7471 -1.0467 7.0401 -17.519 -1.8360 -1.3599 7.0401 -17.519 -1.8360 -1.3599 Member Elements Member Section Material (1)Mode (2)Node Length Weight Rzl Rz2 One Way ft X M1 HSS3x3x Steel N1 N2 7.0000 0.0450 Fix Fix Normal M2 " N2 N3 7.0000 0.0450 " - " M3 - M1 N4 7.0401 0.0453 - - " M4 - - N4 N3 7.0401 0.0453 " " " M5 - - - N2 0.7500 0.0048 - - " Member Internal Forces Heather Load Case Offset Fx Vy Hz ft X X X -ft -3- 141 Dead loads N „ N �J N ,• LRFD A4-1 „ N N ,• ,• 1/ N •• LRFD A4 -2a N N J, N N N N N N N N N N ,• LRFD A4 -2b M „ ft n /J N 11 n N N N LRFD A4 -3c N N ft .. N N ,J N „ •• LRFD A4 -5a N N N N N N N °• LRFD A4 -6a N J, ,f N N „ N N 0.0000 0.8554 -0.0020 0.0508 0.7778 0.8554 -0.0020 0.0493 1.5556 0.8554 -0.0020 0.0477 2.3333 0.8554 -0.0020 0.0462 3.1111 0.8554 -0.0020 0.0447 3.8889 0.8554 -0.0020 0.0431 4.6667 0.8554 -0.0020 0.0416 5.4444 0.8554 -0.0020 0.0400 6.2222 0.8554 -0.0020 0.0385 7.0000 0.8554 -0.0020 0.0370 0.0000 1.1976 -0.0028 0.0712 0.7778 1.1976 -0.0028 0.0690 1.5556 1.1976 -0.0028 0.0668 2.3333 1.1976 -0.0028 0.0647 3.1111 1.1976 -0.0028 0.0625 3.8889 1.1976 -0.0028 0.0604 4.6667 1.1976 -0.0028 0.0582 5.4444 1.1976 -0.0028 0.0561 6.2222 1.1976 -0.0028 0.0539 7.0000 1.1976 -0.0028 0.0518 0.0000 1.0265 -0.0024 0.0610 0.7778 1.0265 -0.0024 0.0591 1.5556 1.0265 -0.0024 0.0573 2.3333 1.0265 -0.0024 0.0555 3.1111 1.0265 -0.0024 0.0536 3.8889 1.0265 -0.0024 0.0518 4.6667 1.0265 -0.0024 0.0499 5.4444 1.0265 -0.0024 0.0481 6.2222 1.0265 -0.0024 0.0462 7.0000 1.0265 -0.0024 0.0444 0.0000 6.2104 -0.0144 0.3690 0.7778 6.2104 -0.0144 0.3578 1.5556 6.2104 -0.0144 0.3467 2.3333 6.2104 -0.0144 0.3355 3.1111 6.2104 -0.0144 0.3243 3.8889 6.2104 -0.0144 0.3131 4.6667 6.2104 -0.0144 0.3019 5.4444 6.2104 -0.0144 0.2908 6.2222 6.2104 -0.0144 0.2796 7.0000 6.2104 -0.0144 0.2684 0.0000 17.6149 -0.0408 1.0467 0.7778 17.6149 -0.0408 1.0150 1.5556 17.6149 -0.0408 0.9833 2.3333 17.6149 -0.0408 0.9515 3.1111 17.6149 -0.0408 0.9198 3.8889 17.6149 -0.0408 0.8881 4.6667 17.6149 -0.0408 0.8564 5.4444 17.6149 -0.0408 0.8247 6.2222 17.6149 -0.0408 0.7930 7.0000 17.6149 -0.0408 0.7613 0.0000 3.1001 -0.0072 0.1842 0.7778 3.1001 -0.0072 0.1786 1.5556 3.1001 -0.0072 0.1730 2.3333 3.1001 -0.0072 0.1675 3.1111 3.1001 -0.0072 0.1619 3.8889 3.1001 -0.0072 0.1563 4.6667 3.1001 -0.0072 0.1507 5.4444 3.1001 -0.0072 0.1451 6.2222 3.1001 -0.0072 0.1396 7.0000 3.1001 -0.0072 0.1340 0.0000 0.7699 -0.0018 0.0457 0.7778 0.7699 -0.0018 0.0444 1.5556 0.7699 -0.0018 0.0430 2.3333 0.7699 -0.0018 0.0416 3.1111 0.7699 -0.0018 0.0402 3.8889 0.7699 -0.0018 0.0388 4.6667 0.7699 -0.0018 0.0374 -4- Member Load Case Offset Fs Vp Mz ft K K K -ft N N Snow loads N M !, N !/ R M2 Dead loads R N N R u R N N R R N N N N LRFD A4-1 R l/ R R N N lI R II 0 ,I N N ^ LRFD A4 -2a !/ N R N 0 !/ Ir u N N N N N N N !I R LRFD A4 -2b R N es N II N R !/ lI R N R N R u .. LRFD A4 -3c N N N N N R N R N II 9, R ll I/ LRFD A4 -5a 5.4444 0.7699 -0.0018 0.0360 6.2222 0.7699 -0.0018 0.0347 7.0000 0.7699 -0.0018 0.0333 0.0000 10.3678 -0.0240 0.6161 0.7778 10.3678 -0.0240 0.5974 1.5556 10.3678 -0.0240 0.5787 2.3333 10.3678 -0.0240 0.5601 3.1111 10.3678 -0.0240 0.5414 3.8889 10.3678 -0.0240 0.5227 4.6667 10.3678 -0.0240 0.5041 5.4444 10.3678 -0.0240 0.4854 6.2222 10.3678 -0.0240 0.4667 7.0000 10.3678 -0.0240 0.4481 0.0000 0.8554 0.0020 0.0370 0.7778 0.8554 0.0020 0.0385 1.5556 0.8554 0.0020 0.0400 2.3333 0.8554 0.0020 0.0416 3.1111 0.8554 0.0020 0.0431 3.8889 0.8554 0.0020 0.0447 4.6667 0.8554 0.0020 0.0462 5.4444 0.8554 0.0020 0.0477 6.2222 0.8554 0.0020 0.0493 7.0000 0.8554 0.0020 0.0508 0.0000 1.1976 0.0028 0.0518 0.7778 1.1976 0.0028 0.0539 1.5556 1.1976 0.0028 0.0561 2.3333 1.1976 0.0028 0.0582 3.1111 1.1976 0.0028 0.0604 3.8889 1.1976 0.0028 0.0625 4.6667 1.1976 0.0028 0.0647 5.4444 1.1976 0.0028 0.0668 6.2222 1.1976 0.0028 0.0690 7.0000 1.1976 0.0028 0.0712 0.0000 1.0265 0.0024 0.0444 0.7778 1.0265 0.0024 0.0462 1.5556 1.0265 0.0024 0.0481 2.3333 1.0265 0.0024 0.0499 3.1111 1.0265 0.0024 0.0518 3.8889 1.0265 0.0024 0.0536 4.6667 1.0265 0.0024 0.0555 5.4444 1.0265 0.0024 0.0573 6.2222 1.0265 0.0024 0.0591 7.0000 1.0265 0.0024 0.0610 0.0000 6.2104 0.0144 0.2684 0.7778 6.2104 0.0144 0.2796 1.5556 6.2104 0.0144 0.2908 2.3333 6.2104 0.0144 0.3019 3.1111 6.2104 0.0144 0.3131 3.8889 6.2104 0.0144 0.3243 4.6667 6.2104 0.0144 0.3355 5.4444 6.2104 0.0144 0.3467 6.2222 6.2104 0.0144 0.3578 7.0000 6.2104 0.0144 0.3690 0.0000 17.6149 0.0408 0.7613 0.7778 17.6149 0.0408 0.7930 1.5556 17.6149 0.0408 0.8247 2.3333 17.6149 0.0408 0.8564 3.1111 17.6149 0.0408 0.8881 3.8889 17.6149 0.0408 0.9198 4.6667 17.6149 0.0408 0.9515 5.4444 17.6149 0.0408 0.9833 6.2222 17.6149 0.0408 1.0150 7.0000 17.6149 0.0408 1.0467 0.0000 3.1001 0.0072 0.1340 - 5- Offset Fx Vy Hz ft X K K -£t q A N q N q N q N q ., LRFD A4 -6a q N q q q M ,< q q q Snow loads M N q N M3 Dead loads q N N N N N <, N N H „ q q „ LRFD A4-1 q N q q „ N „ N q N q 4, LRFD A4 -2a q N N N N N ,< N LRFD A4 -2b 0.7778 3.1001 0.0072 0.1396 1.5556 3.1001 0.0072 0.1451 2.3333 3.1001 0.0072 0.1507 3.1111 3.1001 0.0072 0.1563 3.8889 3.1001 0.0072 0.1619 4.6667 3.1001 0.0072 0.1675 5.4444 3.1001 0.0072 0.1730 6.2222 3.1001 0.0072 0.1726 7.0000 3.1001 0.0072 0.1842 0.0000 0.7699 0.0018 0.0333 0.7778 0.7699 0.0018 0.0347 1.5556 0.7699 0.0018 0.0360 2.3333 0.7699 0.0018 0.0374 3.1111 0.7699 0.0018 0.0388 3.8889 0.7699 0.0018 0.0402 4.6667 0.7699 0.0018 0.0416 5.4444 0.7699 0.0018 0.0430 6.2222 0.7699 0.0018 0.0444 7.0000 0.7699 0.0018 0.0457 0.0000 10.3678 0.0240 0.4481 0.7778 10.3678 0.0240 0.4667 1.5556 10.3678 0.0240 0.4854 2.3333 10.3678 0.0240 0.5041 3.1111 10.3678 0.0240 0.5227 3.8889 10.3678 0.0240 0.5414 4.6667 10.3678 0.0240 0.5601 5.4444 10.3678 0.0240 0.5787 6.2222 10.3678 0.0240 0.5974 7.0000 10.3678 0.0240 0.6161 0.0000 -0.8694 0.0848 -0.0508 0.7822 -0.8673 0.0655 0.0079 1.5645 -0.8653 0.0462 0.0516 2.3467 -0.8632 0.0268 0.0802 3.1289 -0.8611 0.0075 0.0936 3.9111 -0.8591 -0.0118 0.0919 4.6934 -0.8570 -0.0312 0.0751 5.4756 -0.8549 -0.0505 0.0432 6.2578 -0.8528 -0.0698 -0.0039 7.0401 -0.8508 -0.0892 -0.0660 0.0000 -1.2172 0.1188 -0.0712 0.7822 -1.2143 0.0917 0.0111 1.5645 -1.2114 0.0646 0.0723 2.3467 -1.2085 0.0376 0.1122 3.1289 -1.2056 0.0105 0.1310 3.9111 -1.2027 -0.0166 0.1287 4.6934 -1.1998 -0.0436 0.1051 5.4756 -1.1969 -0.0707 0.0605 6.2578 -1.1940 -0.0978 -0.0055 7.0401 -1.1911 -0.1248 -0.0925 0.0000 -1.0433 0.1018 -0.0610 0.7822 -1.0408 0.0786 0.0095 1.5645 -1.0383 0.0554 0.0620 2.3467 -1.0358 0.0322 0.0962 3.1289 -1.0334 0.0090 0.1123 3.9111 -1.0309 -0.0142 0.1103 4.6934 -1.0284 -0.0374 0.0901 5.4756 -1.0259 -0.0606 0.0518 6.2578 -1.0234 -0.0838 -0.0047 7.0401 -1.0209 -0.1070 -0.0792 0.0000 -6.3119 0.6160 -0.3690 0.7822 -6.2969 0.4756 0.0575 1.5645 -6.2819 0.3352 0.3748 2.3467 -6.2668 0.1949 0.5819 3.1289 -6.2518 0.0545 0.6796 -6- Offset Pic vy MX ft x K K -ft N LRFD A4 -3c ,/ N N N b N N LRFD A4 -5a N b N N N N b N N N N LRFD A4 -6a Of N N N N N 0 N N N N b N Snow loads b N b N N II b N N N N N M4 Dead loads N N N N Si N N N N N N N N LRFD A4-1 b b N .. N N 3.9111 -6.2367 -0.0859 0.6673 4.6934 -6.2217 -0.2262 0.5451 5.4756 -6.2067 -0.3666 0.3135 6.2578 -6.1916 -0.5070 -0.0284 7.0401 -6.1766 -0.6473 -0.4794 0.0000 -17.902 1.7471 -1.0467 0.7822 -17.860 1.3489 0.1630 1.5645 -17.817 0.9508 1.0632 2.3467 -17.775 0.5527 1.6506 3.1289 -17.732 0.1546 1.9275 3.9111 -17.689 -0.2435 1.8927 4.6934 -17.647 -0.6417 1.5462 5.4756 -17.604 -1.0398 0.8892 6.2578 -17.561 -1.4379 -0.0806 7.0401 -17.519 -1.8360 -1.3599 0.0000 -3.1508 0.3075 -0.1842 0.7822 -3.1432 0.2374 0.0287 1.5645 -3.1357 0.1673 0.1871 2.3467 -3.1282 0.0973 0.2905 3.1289 -3.1207 0.0272 0.3392 3.9111 -3.1132 -0.0429 0.3331 4.6934 -3.1057 -0.1129 0.2721 5.4756 -3.0982 -0.1830 0.1565 6.2578 -3.0907 -0.2531 -0.0142 7.0401 -3.0832 -0.3231 -0.2393 0.0000 -0.7825 0.0764 -0.0457 0.7822 -0.7806 0.0590 0.0071 1.5645 -0.7787 0.0416 0.0465 2.3467 -0.7769 0.0242 0.0721 3.1289 -0.7750 0.0068 0.0842 3.9111 -0.7731 -0.0106 0.0827 4.6934 -0.7713 -0.0280 0.0676 5.4756 -0.7694 -0.0454 0.0389 6.2578 -0.7676 -0.0628 -0.0035 7.0401 -0.7657 -0.0802 -0.0594 0.0000 -10.537 1.0283 -0.6161 0.7822 -10.512 0.7940 0.0959 1.5645 -10.487 0.5596 0.6258 2.3467 -10.462 0.3253 0.9715 3.1289 -10.436 0.0910 1.1345 3.9111 -10.411 -0.1433 1.1140 4.6934 -10.386 -0.3777 0.9101 5.4756 -10.361 -0.6120 0.5234 6.2578 -10.336 -0.8463 -0.0475 7.0401 -10.311 -1.0806 -0.8004 0.0000 -0.8508 0.0892 -0.0660 0.7822 -0.8528 0.0698 -0.0039 1.5645 -0.8549 0.0505 0.0432 2.3467 -0.8570 0.0312 0.0751 3.1289 -0.8591 0.0118 0.0919 3.9111 -0.8611 -0.0075 0.0936 4.6934 -0.8632 -0.0268 0.0802 5.4756 -0.8653 -0.0462 0.0516 6.2578 -0.8673 -0.0655 0.0079 7.0401 -0.8694 -0.0848 -0.0508 0.0000 -1.1911 0.1248 -0.0925 0.7822 -1.1940 0.0978 -0.0055 1.5645 -1.1969 0.0707 0.0605 2.3467 -1.1998 0.0436 0.1051 3.1289 -1.2027 0.0166 0.1287 3.9111 -1.2056 -0.0105 0.1310 4.6934 -1.2085 -0.0376 0.1122 5.4756 -1.2114 -0.0646 0.0723 6.2578 -1.2143 -0.0917 0.0111 - 7- Malabar Load Case Offset VS VY Mz ft 8 K K ft • 7.0401 -1.2172 -0.1188 -0.0712 II LRFD A4 -2a 0.0000 -1.0209 0.1070 -0.0792 . 0.7822 -1.0234 0.0838 -0.0047 .. . 1.5645 -1.0259 0.0606 0.0518 .. II 2.3467 -1.0284 0.0374 0.0901 .. .. 3.1289 -1.0309 0.0142 0.1103 .. . 3.9111 -1.0334 -0.0090 0.1123 .. - 4.6934 -1.0358 -0.0322 0.0962 .. .. 5.4756 -1.0383 -0.0554 0.0620 . •• 6.2578 -1.0408 -0.0786 0.0095 .. - 7.0401 -1.0433 -0.1018 -0.0610 I• LRFD A4 -2b 0.0000 -6.1766 0.6473 -0.4794 .. 0.7822 -6.1916 0.5070 -0.0284 . - 1.5645 -6.2067 0.3666 0.3135 . - 2.3467 -6.2217 0.2262 0.5451 . - 3.1289 -6.2367 0.0859 0.6673 .. - 3.9111 -6.2518 -0.0545 0.6796 .. .. 4.6934 -6.2668 -0.1949 0.5819 . - 5.4756 -6.2819 -0.3352 0.3748 . - 6.2578 -6.2969 -0.4756 0.0575 .. • 7.0401 -6.3119 -0.6160 -0.3690 .. LRFD A4 -3c 0.0000 -17.519 1.8360 -1.3599 .. - 0.7822 -17.561 1.4379 -0.0806 . - 1.5645 -17.604 1.0398 0.8892 . . 2.3467 -17.647 0.6417 1.5462 •• I' 3.1289 -17.689 0.2435 1.8927 .. - 3.9111 -17.732 -0.1546 1.9275 .. - 4.6934 -17.775 -0.5527 1.6506 . - 5.4756 -17.817 -0.9508 1.0632 . . 6.2578 -17.860 -1.3489 0.1630 . • 7.0401 -17.902 -1.7471 -1.0467 - LRFD A4 -5a 0.0000 -3.0832 0.3231 -0.2393 .. - 0.7822 -3.0907 0.2531 -0.0142 .. • 1.5645 -3.0982 0.1830 0.1565 .• - 2.3467 -3.1057 0.1129 0.2721 •• - 3.1289 -3.1132 0.0429 0.3331 .• • 3.9111 -3.1207 -0.0272 0.3392 .. - 4.6934 -3.1282 -0.0973 0.2905 . - 5.4756 -3.1357 -0.1673 0.1871 .. - 6.2578 -3.1432 -0.2374 0.0287 .. . 7.0401 -3.1508 -0.3075 -0.1842 LRFD A4 -6a 0.0000 -0.7657 0.0802 -0.0594 . - 0.7822 -0.7676 0.0628 -0.0035 . - 1.5645 -0.7694 0.0454 0.0389 . - 2.3467 -0.7713 0.0280 0.0676 •1 - 3.1289 -0.7731 0.0106 0.0827 .• - 3.9111 -0.7750 -0.0068 0.0842 . - 4.6934 -0.7769 -0.0242 0.0721 . - 5.4756 -0.7787 -0.0416 0.0465 . - 6.2578 -0.7806 -0.0590 0.0071 .. - 7.0401 -0.7825 -0.0764 -0.0457 - Snow loads 0.0000 -10.311 1.0806 -0.8004 •• .. 0.7822 -10.336 0.8463 -0.0475 .. •• 1.5645 -10.361 0.6120 0.5234 .• • 2.3467 -10.386 0.3777 0.9101 . - 3.1289 -10.411 0.1433 1.1140 •• - 3.9111 -10.436 -0.0910 1.1345 •• .. 4.6934 -10.462 -0.3253 0.9715 . • 5.4756 -10.487 -0.5596 0.6258 . - 6.2578 -10.512 -0.7940 0.0959 .. • 7.0401 -10.537 -1.0283 -0.6161 M5 Dead loads 0.0000 0.0040 0.0000 0.0000 .. - 0.0833 0.0040 0.0000 0.0000 .• .. 0.1667 0.0040 0.0000 0.0000 -8- Member Load Case Offset Fz Vy Mz ft K X K -ft " LRFD A4-1 H H H II // lr ., II LRFD A4 -2a H H H H H H H LRFD A9 -2b n n op H H N H ✓ 11 /! H LRFD A4 -3c !/ H /I H H .. LRFD A4 -5a N H /I I, LRFD A4 -6a h H 0.2500 0.0040 0.0000 0.0000 0.3333 0.0040 0.0000 0.0000 0.4167 0.0040 0.0000 0.0000 0.5000 0.0040 0.0000 0.0000 0.5833 0.0040 0.0000 0.0000 0.6667 0.0040 0.0000 0.0000 0.7500 0.0040 0.0000 0.0000 0.0000 0.0055 0.0000 0.0000 0.0833 0.0055 0.0000 0.0000 0.1667 0.0055 0.0000 0.0000 0.2500 0.0055 0.0000 0.0000 0.3333 0.0055 0.0000 0.0000 0.4167 0.0055 0.0000 0.0000 0.5000 0.0055 0.0000 0.0000 0.5833 0.0055 0.0000 0.0000 0.6667 0.0055 0.0000 0.0000 0.7500 0.0055 0.0000 0.0000 0.0000 0.0048 0.0000 0.0000 0.0833 0.0048 0.0000 0.0000 0.1667 0.0048 0.0000 0.0000 0.2500 0.0048 0.0000 0.0000 0.3333 0.0048 0.0000 0.0000 0.4167 0.0048 0.0000 0.0000 0.5000 0.0048 0.0000 0.0000 0.5833 0.0048 0.0000 0.0000 0.6667 0.0048 0.0000 0.0000 0.7500 0.0048 0.0000 0.0000 0.0000 0.0288 0.0000 0.0000 0.0833 0.0288 0.0000 0.0000 0.1667 0.0288 0.0000 0.0000 0.2500 0.0288 0.0000 0.0000 0.3333 0.0288 0.0000 0.0000 0.4167 0.0288 0.0000 0.0000 0.5000 0.0288 0.0000 0.0000 0.5833 0.0288 0.0000 0.0000 0.6667 0.0288 0.0000 0.0000 0.7500 0.0288 0.0000 0.0000 0.0000 0.0816 0.0000 0.0000 0.0833 0.0816 0.0000 0.0000 0.1667 0.0816 0.0000 0.0000 0.2500 0.0816 0.0000 0.0000 0.3333 0.0816 0.0000 0.0000 0.4167 0.0816 0.0000 0.0000 0.5000 0.0816 0.0000 0.0000 0.5833 0.0816 0.0000 0.0000 0.6667 0.0816 0.0000 0.0000 0.7500 0.0816 0.0000 0.0000 0.0000 0.0144 0.0000 0.0000 0.0833 0.0144 0.0000 0.0000 0.1667 0.0144 0.0000 0.0000 0.2500 0.0144 0.0000 0.0000 0.3333 0.0144 0.0000 0.0000 0.4167 0.0144 0.0000 0.0000 0.5000 0.0144 0.0000 0.0000 0.5833 0.0144 0.0000 0.0000 0.6667 0.0144 0.0000 0.0000 0.7500 0.0144 0.0000 0.0000 0.0000 0.0036 0.0000 0.0000 0.0833 0.0036 0.0000 0.0000 0.1667 0.0036 0.0000 0.0000 0.2500 0.0036 0.0000 0.0000 0.3333 0.0036 0.0000 0.0000 0.4167 0.0036 0.0000 0.0000 0.5000 0.0036 0.0000 0.0000 - 9- bisaber Load Case Offset VY lsz ft 1G K K -ft If " II " ff II II Snow loads ff ff N " " " II " N " " II 0.5833 0.0036 0.0000 0.0000 0.6667 0.0036 0.0000 0.0000 0.7500 0.0036 0.0000 0.0000 0.0000 0.0480 0.0000 0.0000 0.0833 0.0480 0.0000 0.0000 0.1667 0.0480 0.0000 0.0000 0.2500 0.0480 0.0000 0.0000 0.3333 0.0480 0.0000 0.0000 0.4167 0.0480 0.0000 0.0000 0.5000 0.0480 0.0000 0.0000 0.5833 0.0480 0.0000 0.0000 0.6667 0.0480 0.0000 0.0000 0.7500 0.0480 0.0000 0.0000 Member Local Displacements Itaabas Load Casa Offset Dm Dy Span/07 ft in in M1 Dead loads 0.0000 0.0000 0.0000 -NA- ff II 0.7778 0.0001 -0.0054 < -2000 ff " 1.5556 0.0003 -0.0101 < -2000 " " 2.3333 0.0004 -0.0141 < -2000 II " 3.1111 0.0006 -0.0174 < -2000 fI II 3.8889 0.0007 -0.0201 < -2000 " " 4.6667 0.0009 -0.0221 < -2000 " " 5.4444 0.0010 -0.0236 < -2000 " " 6.2222 0.0012 -0.0244 < -2000 " " 7.0000 0.0013 -0.0247 < -2000 If LRFD A4-1 0.0000 0.0000 0.0000 -NA- " " 0.7778 0.0002 -0.0076 < -2000 If " 1.5556 0.0004 -0.0142 < -2000 II " 2.3333 0.0006 -0.0198 < -2000 fI " 3.1111 0.0008 -0.0244 < -2000 " " 3.8889 0.0010 -0.0281 < -2000 " " 4.6667 0.0012 -0.0310 < -2000 " II 5.4444 0.0014 -0.0330 < -2000 " 6.2222 0.0016 -0.0342 < -2000 " " 7.0000 0.0018 -0.0346 < -2000 " LRFD A4 -2a 0.0000 0.0000 0.0000 -NA- " " 0.7778 0.0002 -0.0065 < -2000 " " 1.5556 0.0003 -0.0121 < -2000 " " 2.3333 0.0005 -0.0169 < -2000 " II 3.1111 0.0007 -0.0209 < -2000 " II 3.8889 0.0009 -0.0241 < -2000 " " 4.6667 0.0010 -0.0266 < -2000 " " 5.4444 0.0012 -0.0283 < -2000 " " 6.2222 0.0014 -0.0293 < -2000 " II 7.0000 0.0016 -0.0296 < -2000 " LRFD A4 -2b 0.0000 0.0000 0.0000 -NA- ZI II 0.7778 0.0011 -0.0393 < -2000 " " 1.5556 0.0021 -0.0734 -1144.21 II If 2.3333 0.0032 -0.1025 -819.560 " " 3.1111 0.0042 -0.1266 -663.710 " " 3.8889 0.0053 -0.1459 -575.635 " " 4.6667 0.0063 -0.1607 -522.562 " II 5.4444 0.0074 -0.1711 -491.071 II " 6.2222 0.0085 -0.1771 -474.184 " " 7.0000 0.0095 -0.1792 -468.800 II LRFD A4 -3c 0.0000 0.0000 0.0000 -NA- " II 0.7778 0.0030 -0.1115 -753.551 " " 1.5556 0.0060 -0.2082 -403.409 -10- Member Load Case Offset Dx Dy Span/Dy ft in 3n „ n ,. 11 H 11 H 11 LRFD A4 -5a N „ H „ H H H n N M N N H H N LRFD A4 -6a H N N 1, 1, PI N N H n H Snow loads 1t N H H H H N N N N H N H N M2 Dead loads N n M H 1J N H n M N LRFD A4-1 H N 1 - H N H LRFD A4 -2a „ H 2.3333 0.0090 -0.2907 -288.947 3.1111 0.0120 -0_3590 -234.000 3.8889 0.0150 -0.4139 -202.948 4.6667 0.0180 -0.4559 -184.236 5.4444 0.0210 -0.4852 -173.134 6.2222 0.0240 -0.5025 -167.180 7.0000 0.0270 -0.5082 -165.282 0.0000 0.0000 0.0000 -NA- 0.7778 0.0005 -0.0196 < -2000 1.5556 0.0011 -0.0366 < -2000 2.3333 0.0016 -0.0512 -1641.83 3.1111 0.0021 -0.0632 -1329.61 3.8889 0.0026 -0.0728 -1153.17 4.6667 0.0032 -0.0802 -1046.85 5.4444 0.0037 -0.0854 -983.769 6.2222 0.0042 -0.0884 -949.939 7.0000 0.0048 -0.0894 -939.152 0.0000 0.0000 0.0000 -NA- 0.7778 0.0001 -0.0049 < -2000 1.5556 0.0003 -0.0091 < -2000 2.3333 0.0004 -0.0127 < -2000 3.1111 0.0005 -0.0157 < -2000 3.8889 0.0007 -0.0181 < -2000 4.6667 0.0008 -0.0199 < -2000 5.4444 0.0009 -0.0212 < -2000 6.2222 0.0010 -0.0220 < -2000 7.0000 0.0012 -0.0222 < -2000 0.0000 0.0000 0.0000 -NA- 0.7778 0.0018 -0.0656 -1280.29 1.5556 0.0035 -0.1226 -685.397 2.3333 0.0053 -0.1711 -490.924 3.1111 0.0071 -0.2113 -397.568 3.8889 0.0088 -0.2436 -344.811 4.6667 0.0106 -0.2684 -313.019 5.4444 0.0124 -0.2856 -294.156 6.2222 0.0141 -0.2957 -284.041 7.0000 0.0159 -0.2991 -280.815 0.0000 0.0013 -0.0247 < -2000 0.7778 0.0015 -0.0244 < -2000 1.5556 0.0016 -0.0236 < -2000 2.3333 0.0017 -0.0221 < -2000 3.1111 0.0019 -0.0201 < -2000 3.8889 0.0020 -0.0174 < -2000 4.6667 0.0022 -0.0141 < -2000 5.4444 0.0023 -0.0101 < -2000 6.2222 0.0025 -0.0054 < -2000 7.0000 0.0026 0.0000 -NA- 0.0000 0.0018 -0.0346 < -2000 0.7778 0.0020 -0.0342 < -2000 1.5556 0.0022 -0.0330 < -2000 2.3333 0.0024 -0.0310 < -2000 3.1111 0.0027 -0.0281 < -2000 3.8889 0.0029 -0.0244 < -2000 4.6667 0.0031 -0.0198 < -2000 5.4444 0.0033 -0.0142 < -2000 6.2222 0.0035 -0.0076 < -2000 7.0000 0.0037 0.0000 -NA- 0.0000 0.0016 -0.0296 < -2000 0.7778 0.0017 -0.0293 < -2000 1.5556 0.0019 -0.0283 < -2000 2.3333 0.0021 -0.0266 < -2000 3.1111 0.0023 -0.0241 < -2000 3.8889 0.0024 -0.0209 < -2000 4.6667 0.0026 -0.0169 < -2000 -11- Offset Ds Dy Span/Dy ft in in y y y ,. 11 LRFD A4 -2b n LRFD A4 -3c O 1 n 1, N .I n n 1, n It n .. N n 11 LRFD A4 -5a 1, n n n 11 11 H 11 y u n 0 LRFD A4 -6a y n u u y n 11 n H ,1 H y Snow loads H n „ H „ y 1, „ n I, H f, d y H M3 Dead loads n y f/ .I n „ N N N n 18 N n 11 ,. LRFD A4-1 5.4444 0.0028 -0.0121 < -2000 6.2222 0.0030 -0.0065 < -2000 7.0000 0.0031 0.0000 -NA- 0.0000 0.0095 -0.1792 -468.800 0.7778 0.0106 -0.1771 -474.184 1.5556 0.0116 -0.1711 -491.071 2.3333 0.0127 -0.1607 -522.562 3.1111 0.0137 -0.1459 -575.635 3.8889 0.0148 -0.1266 -663.710 4.6667 0.0159 -0.1025 -819.560 5.4444 0.0169 -0.0734 -1144.21 6.2222 0.0180 -0.0393 < -2000 7.0000 0.0190 0.0000 -NA- 0.0000 0.0270 -0.5082 -165.282 0.7778 0.0300 -0.5025 -167.180 1.5556 0.0330 -0.4852 -173.134 2.3333 0.0360 -0.4559 -184.236 3.1111 0.0390 -0.4139 -202.948 3.8889 0.0420 -0.3590 -234.000 4.6667 0.0450 -0.2907 -288.947 5.4444 0.0480 -0.2082 -403.409 6.2222 0.0510 -0.1115 -753.551 7.0000 0.0540 0.0000 -NA- 0.0000 0.0048 -0.0894 -939.152 0.7778 0.0053 -0.0884 -949.939 1.5556 0.0058 -0.0854 -983.769 2.3333 0.0063 -0.0802 -1046.85 3.1111 0.0069 -0.0728 -1153.17 3.8889 0.0074 -0.0632 -1329.61 4.6667 0.0079 -0.0512 -1641.83 5.4444 0.0084 -0.0366 < -2000 6.2222 0.0090 -0.0196 < -2000 7.0000 0.0095 0.0000 -NA- 0.0000 0.0012 -0.0222 < -2000 0.7778 0.0013 -0.0220 < -2000 1.5556 0.0014 -0.0212 < -2000 2.3333 0.0016 -0.0199 < -2000 3.1111 0.0017 -0.0181 < -2000 3.8889 0.0018 -0.0157 < -2000 4.6667 0.0020 -0.0127 < -2000 5.4444 0.0021 -0.0091 < -2000 6.2222 0.0022 -0.0049 < -2000 7.0000 0.0024 0.0000 -NA- 0.0000 0.0159 -0.2991 -280.815 0.7778 0.0177 -0.2957 -284.041 1.5556 0.0194 -0.2856 -294.156 2.3333 0.0212 -0.2684 -313.019 3.1111 0.0230 -0.2436 -344.811 3.8889 0.0247 -0.2113 -397.568 4.6667 0.0265 -0.1711 -490.924 5.4444 0.0282 -0.1226 -685.397 6.2222 0.0300 -0.0656 -1280.29 7.0000 0.0318 0.0000 -NA- 0.0000 0.0000 0.0000 -NA- 0.7822 -0.0001 -0.0060 < -2000 1.5645 -0.0003 -0.0120 < -2000 2.3467 -0.0004 -0.0172 < -2000 3.1289 -0.0006 -0.0212 < -2000 3.9111 -0.0007 -0.0239 < -2000 4.6934 -0.0009 -0.0252 < -2000 5.4756 -0.0010 -0.0254 < -2000 6.2578 -0.0012 -0.0250 < -2000 7.0401 -0.0013 -0.0247 < -2000 0.0000 0.0000 0.0000 -NA- -12- Mesiber Load Case Offset Dx Dy Span/Dy ft in in 0.7822 -0.0002 -0.0085 < -2000 1.5645 -0.0004 -0.0168 < -2000 2.3467 -0.0006 -0.0241 < -2000 3.1289 -0.0008 -0.0297 < -2000 3.9111 -0.0010 -0.0334 < -2000 4.6934 -0.0012 -0.0353 < -2000 5.4756 -0.0014 -0.0356 < -2000 6.2578 -0_0017 -0.0350 < -2000 7.0401 -0.0019 -0.0346 < -2000 0.0000 0_0000 0.0000 -NA- 0.7822 -0.0002 -0.0073 < -2000 1.5645 -0.0004 -0.0144 < -2000 2.3467 -0.0005 -0.0206 < -2000 3.1289 -0.0007 -0.0255 < -2000 3.9111 -0.0009 -0.0286 < -2000 4.6934 -0.0011 -0.0302 < -2000 5.4756 -0.0012 -0.0305 < -2000 6.2578 -0.0014 -0.0300 < -2000 7.0401 -0.0016 -0.0296 < -2000 " LRFD A4 -2b 0.0000 0.0000 0.0000 -NA- - •' 0.7822 -0.0011 -0.0439 -1925.29 " 1.5645 -0.0022 -0.0870 -970.663 " 2.3467 -0.0032 -0.1248 -677.198 - - 3.1289 -0.0043 -0.1540 -548.590 " 3.9111 -0.0054 -0.1733 -487.485 - •• 4.6934 -0.0064 -0.1828 -462.042 - 5.4756 -0.0075 -0.1845 -457.996 - " 6.2578 -0.0086 -0.1815 -465.336 " " 7.0401 -0.0096 -0.1792 -471.510 - LRFD A4 -3c 0.0000 0.0000 0.0000 -NA- - " 0.7822 -0.0031 -0.1245 -678.789 - - 1.5645 -0.0061 -0.2469 -342.221 H b 2.3467 -0.0092 -0.3538 -238.755 - - 3.1289 -0.0122 -0.4368 -193.413 - - 3.9111 -0.0152 -0.4915 -171.869 4.6934 -0.0183 -0 5186 -162.899 - 5.4756 -0.0213 0. 32)-161.473 6.2578 -0.0243 9 -164.060 - " 7.0401 -0.0273 -0.5082 -166.237 " LRFD A4 -5a 0.0000 0.0000 0.0000 -NA- 0.7822 -0.0005 -0.0219 < -2000 " 1.5645 -0.0011 -0.0434 -1944.54 - 2.3467 -0.0016 -0.0623 -1356.63 el " 3.1289 -0.0021 -0.0769 -1098.99 . 3.9111 -0.0027 -0.0865 -976.584 4.6934 -0.0032 -0.0913 -925.615 - - 5.4756 -0.0037 -0.0921 -917.509 " - 6.2578 -0.0043 -0.0906 -932.213 " " 7.0401 -0.0048 -0.0894 -944.582 - LRFD A4 -6a 0.0000 0.0000 0.0000 -NA- " " 0.7822 -0.0001 -0.0054 < -2000 - - 1.5645 -0.0003 -0.0108 < -2000 2.3467 -0.0004 -0.0155 < -2000 " - 3.1289 -0.0005 -0.0191 < -2000 - " 3.9111 -0.0007 -0.0215 < -2000 - •' 4.6934 -0.0008 -0.0227 < -2000 " " 5.4756 -0.0009 -0.0229 < -2000 " - 6.2578 -0.0011 -0.0225 < -2000 . " 7.0401 -0.0012 -0.0222 < -2000 - Snow loads 0.0000 0.0000 0.0000 -NA- 0.7822 -0.0018 -0.0733 -1153.26 "^ 1.5645 -0.0036 -0.1453 -581.437 " 2.3467 -0.0054 -0.2083 -405.648 " 3.1289 -0.0072 -0.2571 -328.610 -13- Offset Ds Dy Span/Dy ft in In N w „ H M4 Dead loads .. N N H N N ., H If N LRFD A4-1 N // H p N p N LRFD A4 -2a p p p p p H N p N H H H LRFD A4 -2b ft p N H N N H N // H LRFD A4 -3c H p It ry p H „ p p " LRFD A4 -5a 3.9111 -0.0090 -0.2893 -292.008 4.6934 -0.0108 -0.3052 -276.768 5.4756 -0.0125 -0.3079 -274.344 6.2578 -0.0143 -0.3031 -278.741 7.0401 -0.0161 -0.2991 -282.439 0.0000 0.0039 -0.0244 < -2000 0.7822 0.0038 -0.0247 < -2000 1.5645 0.0036 -0.0251 < -2000 2.3467 0.0035 -0.0249 < -2000 3.1289 0.0033 -0.0236 < -2000 3.9111 0.0032 -0.0209 < -2000 4.6934 0.0031 -0.0169 < -2000 5.4756 0.0029 -0.0117 < -2000 6.2578 0.0028 -0.0058 < -2000 7.0401 0.0026 0.0003 > 2000 0.0000 0.0055 -0.0342 < -2000 0.7822 0.0053 -0.0346 < -2000 1.5645 0.0051 -0.0352 < -2000 2.3467 0.0049 -0.0349 < -2000 3.1289 0.0047 -0.0330 < -2000 3.9111 0.0045 -0.0293 < -2000 4.6934 0.0043 -0.0237 < -2000 5.4756 0.0041 -0.0164 < -2000 6.2578 0.0039 -0.0081 < -2000 7.0401 0.0036 0.0004 > 2000 0.0000 0.0047 -0.0293 < -2000 0.7822 0.0045 -0.0297 < -2000 1.5645 0.0044 -0.0302 < -2000 2.3467 0.0042 -0.0299 < -2000 3.1289 0.0040 -0.0283 < -2000 3.9111 0.0038 -0.0251 < -2000 4.6934 0.0037 -0.0203 < -2000 5.4756 0.0035 -0.0141 < -2000 6.2578 0.0033 -0.0069 < -2000 7.0401 0.0031 0.0003 > 2000 0.0000 0.0286 -0.1771 -476.908 0.7822 0.0275 -0.1795 -470.607 1.5645 0.0264 -0.1824 -463.097 2.3467 0.0254 -0.1808 -467.231 3.1289 0.0243 -0.1713 -493.259 3.9111 0.0232 -0.1520 -555.907 4.6934 0.0222 -0.1227 -688.375 5.4756 0.0211 -0.0850 -993.774 6.2578 0.0200 -0.0419 < -2000 7.0401 0.0189 0.0020 > 2000 0.0000 0.0810 -0.5024 -168.140 0.7822 0.0780 -0.5092 -165.919 1.5645 0.0750 -0.5174 -163.271 2.3467 0.0719 -0.5128 -164.728 3.1289 0.0689 -0.4858 -173.905 3.9111 0.0659 -0.4310 -195.993 4.6934 0.0629 -0.3481 -242.696 5.4756 0.0598 -0.2411 -350.369 6.2578 0.0567 -0.1187 -711.586 7.0401 0.0537 0.0058 > 2000 0.0000 0.0143 -0.0884 -955.396 0.7822 0.0137 -0.0896 -942.772 1.5645 0.0132 -0.0911 -927.729 2.3467 0.0127 -0.0903 -936.009 3.1289 0.0121 -0.0855 -988.152 3.9111 0.0116 -0.0759 -1113.65 4.6934 0.0111 -0.0613 -1379.02 5.4756 0.0105 -0.0424 -1990.83 6.2578 0.0100 -0.0209 < -2000 -14- Offset Ds Dy span/Dy ft in in 7.0401 0.0094 0.0010 > 2000 0.0000 0.0035 -0.0220 < -2000 0.7822 0.0034 -0.0223 < -2000 1.5645 0.0033 -0.0226 < -2000 2.3467 0.0031 -0.0224 < -2000 3.1289 0.0030 -0.0212 < -2000 3.9111 0.0029 -0.0188 < -2000 4.6934 0.0027 -0.0152 < -2000 5.4756 0.0026 -0.0105 < -2000 6.2578 0.0025 -0.0052 < -2000 7.0401 0.0023 0.0003 > 2000 0.0000 0.0477 -0.2957 -285.672 0.7822 0.0459 -0.2997 -281.898 1.5645 0.0441 -0.3045 -277.400 2.3467 0.0423 -0.3019 -279.876 3.1289 0.0406 -0.2859 -295.467 3.9111 0.0388 -0.2537 -332.994 4.6934 0.0370 -0.2049 -412.343 5.4756 0.0352 -0.1419 -595.280 6.2578 0.0334 -0.0699 -1208.99 7.0401 0.0316 0.0034 > 2000 0.0000 0.0247 0.0013 > 2000 0.0833 0.0247 0.0013 > 2000 0.1667 0.0247 0.0013 > 2000 0.2500 0.0247 0.0013 > 2000 0.3333 0.0247 0.0013 > 2000 0.4167 0.0247 0.0013 > 2000 0.5000 0.0247 0.0013 > 2000 0.5833 0.0247 0.0013 > 2000 0.6667 0.0247 0.0013 > 2000 0.7500 0.0247 0.0013 > 2000 0.0000 0.0346 0.0018 > 2000 0.0833 0.0346 0.0018 > 2000 0.1667 0.0346 0.0018 > 2000 0.2500 0.0346 0.0018 > 2000 0.3333 0.0346 0.0018 > 2000 0.4167 0.0346 0.0018 > 2000 0.5000 0.0346 0.0018 > 2000 0.5833 0.0346 0.0018 > 2000 0.6667 0.0346 0.0018 > 2000 0.7500 0.0346 0.0018 > 2000 0.0000 0.0296 0.0016 > 2000 0.0833 0.0296 0.0016 > 2000 0.1667 0.0296 0.0016 > 2000 0.2500 0.0296 0.0016 > 2000 0.3333 0.0296 0.0016 > 2000 0.4167 0.0296 0.0016 > 2000 0.5000 0.0296 0.0016 > 2000 0.5833 0.0296 0.0016 > 2000 0.6667 0.0296 0.0016 > 2000 0.7500 0.0296 0.0016 > 2000 0.0000 0.1792 0.0095 945.5922 0.0833 0.1792 0.0095 945.5922 0.1667 0.1792 0.0095 945.5922 0.2500 0.1792 0.0095 945.5922 0.3333 0.1792 0.0095 945.5922 0.4167 0.1792 0.0095 945.5922 0.5000 0.1792 0.0095 945.5922 0.5833 0.1792 0.0095 945.5922 0.6667 0.1792 0.0095 945.5922 0.7500 0.1792 0.0095 945.5922 0.0000 0.5082 0.0270 333.3819 0.0833 0.5082 0.0270 333.3819 0.1667 0.5082 0.0270 333.3819 -15- Offset Ds Dy Span/DY ft is is If ., I .. II re q w II h LRFD A4 -5a I, Of II LRFD A4 -6a If 0.2500 0.5082 0.0270 333.3819 0.3333 0.5082 0.0270 333.3819 0.4167 0.5082 0.0270 333.3819 0.5000 0.5082 0.0270 333.3819 0.5833 0.5082 0.0270 333.3819 0.6667 0.5082 0.0270 333.3819 0.7500 0.5082 0.0270 333.3819 0.0000 0.0894 0.0048 1894.315 0.0833 0.0894 0.0048 1894.315 0.1667 0.0894 0.0048 1894.315 0.2500 0.0894 0.0048 1894.315 0.3333 0.0894 0.0048 1894.315 0.4167 0.0894 0.0048 1894.315 0.5000 0.0894 0.0048 1894.315 0.5833 0.0894 0.0048 1894.315 0.6667 0.0894 0.0048 1894.315 0.7500 0.0894 0.0048 1894.315 0.0000 0.0222 0.0012 > 2000 0.0833 0.0222 0.0012 > 2000 0.1667 0.0222 0.0012 > 2000 0.2500 0.0222 0.0012 > 2000 0.3333 0.0222 0.0012 > 2000 0.4167 0.0222 0.0012 > 2000 0.5000 0.0222 0.0012 > 2000 0.5833 0.0222 0.0012 > 2000 0.6667 0.0222 0.0012 > 2000 0.7500 0.0222 0.0012 > 2000 0.0000 0.2991 0.0159 566.4191 0.0833 0.2991 0.0159 566.4191 0.1667 0.2991 0.0159 566.4191 0.2500 0.2991 0.0159 566.4191 0.3333 0.2991 0.0159 566.4191 0.4167 0.2991 0.0159 566.4191 0.5000 0.2991 0.0159 566.4191 0.5833 0.2991 0.0159 566.4191 0.6667 0.2991 0.0159 566.4191 0.7500 0.2991 0.0159 566.4191 Nodal Displacements Node Load Case DX DY RZ 3n in deg N1 II 4 N '4 Q N2 N 00 G N N N3 n Dead loads LRFD A4-1 LRFD A4 -2a LRFD A4 -2b LRFD A4 -3c LRFD A4 -5a LRFD A4 -6a Snow loads Dead loads LRFD A4-1 LRFD A4 -2a LRFD A4 -2b LRFD A4 -3c LRFD A4 -5a LRFD A4 -6a Snow loads Dead loads LRFD A4-1 LRFD A4 -2a 0.0000 0.0000 -0.0355 0.0000 0.0000 -0.0498 0.0000 0.0000 -0.0426 0.0000 0.0000 -0.2580 0.0000 0.0000 -0.7318 0.0000 0.0000 -0.1288 0.0000 0.0000 -0.0320 0.0000 0.0000 -0.4307 0.0013 -0.0247 0.0000 0.0018 -0.0346 0.0000 0.0016 -0.0296 0.0000 0.0295 1792 0.0000 0.0270(=D-5.0.82-)0.0000 0.0048 -0.0894 0.0000 0.0012 -0.0222 0.0000 0.0159 -0.2991 0.0000 0.0026 0.0000 0.0355 0.0037 0.0000 0.0498 0.0031 0.0000 0.0426 -16- PMar Structural Engineering kha Client/ o�. �r � `41�' Project: �s Job Number drz76 GT By: de> Date: Page: of I_.-i- Azd � ....Twist- ! �__ =mac pimairallumaineduunona,„,_almjusiMiammat "H asaii�■i■ ■■�aaa���� .AMEaEI■■aMNata■■ Rim��� ■■•■rte an■ mr, 1 !!� ■is m16 Aannumiimmmisammilmlli aglia � ii■■a■�■ ■■UMMIIIa■t■1■■a■■■■■■! MMIIKM fR�% aa■■�a■t ■a■a■��tatata■a��■■�qraa � an iiiii“mYWATALli Ai SAINI1011 MK an j aaaaa■a��aa seena ■a■---ataars i i�ia�■taaa�■ aaa■aR MUM ~ iviimmi KUMUKORIEKIKI KU UM KIIHNIMM511111UUU5,s 1IMOBIENIMMI _-.�_.i_T_ iummintoi-111"71=.' -.* Miraciase 44Tiggirvitaffur arMinisit all UKU -1-1-±-174_ alflilLimou �ii.r 11 IOU V JOAO sailirirdWi ia,■. sialra •aaa tauTuiaaataaaa � ; ; -- ` +P;� ■M t i 1 t-. au .Y iial■s■i �aau■uua■■a■■ ii ••R ■s■Inggfil�aaa a■ta�ra',ii'nu��� aEa� N��■ iliallIMMUMMUUSIIIMbaaII RIEURINIMO NUUll Node Load Case DX DY RZ in in deg LRFD A4 -2b 0.0190 0.0000 0.2580 LRFD A4 -3c 0.0540 0.0000 0.7318 LRFD A4 -5a 0.0095 0.0000 0.1288 LRFD A4 -6a 0.0024 0.0000 0.0320 Snow loads 0.0318 0.0000 0.4307 N4 Dead loads 0.0013 -0.0247 0.0000 LRFD A4-1 0.0018 -0.0346 0.0000 LRFD A4 -2a 0.0016 -0.0296 0.0000 LRFD A4 -2b 0.0095 -0.1792 0.0000 LRFD A4 -3c 0.0270 -0.5082 0.0000 LRFD A4 -5a 0.0048 -0.0894 0.0000 LRFD A4 -6a 0.0012 -0.0222 0.0000 Snow loads 0.0159 -0.2991 0.0000 Nodal Reactions Node Load Case F% FY rZ 1C Z X -ft Il N II 11 N3 11 N 11 Dead loads LRFD A4-1 LRFD A4 -2a LRFD A4 -2b LRFD A4 -3c LRFD A4 -5a LRFD A4 -6a Snow loads Dead loads LRFD A4-1 LRFD A4 -2a LRFD A4 -2b LRFD A4 -3c LRFD A4 -5a LRFD A4 -6a Snow loads 0.0000 0.1750 -NA- 0.0000 0.2450 -NA- 0.0000 0.2100 -NA- 0.0000 1.2705 -NA- 0.0000 3.6036 -NA- 0.0000 0.6342 -NA- 0.0000 0.1575 -NA- 0.0000 2.1210 -NA- -NA- 0.1750 -NA- -NA- 0.2450 -NA- -NA- 0.2100 -NA- -NA- 1.2705 -NA- -NA- 3.6036 -NA- -NA- 0.6342 -NA- -NA- 0.1575 -NA- -NA- 2.1210 -NA- -17- Y g3x3x.1875 co, Mi ,,x HFiSii3$�1g