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b`�.68 -80^. 3336. <br />87.58 -771. 2p5`. <br />109.�7 -7^09. 774. <br />151.:7 -707. -508. <br />1 <br />M E M P E F N U M B E F <br />2%�%29. <br />334747. <br />365713. <br />368629. <br />-.32 <br />-.S7 <br />-. �0 <br />-.�1 <br />-19B.�9 -132�g,90 <br />-179.65 -1'399�.Sq <br />-16�.86 -13�58.01 <br />-147.60 -1205�.67 <br />4 ( FROM JOIIIT 4 TO JDINT 5) <br />1503.22 <br />833.31 <br />285,p0 <br />-171.55 <br />LOAI� COMFINATION 1: DEAD LOAP + LIVE LOAD <br />AT AXIAL SHEAR BEN[iING TRANSVEFSE AXIAL PENPING SHEAF <br />tIN) FORCE FORCE (LB+�IN) DISFI. STRESS STRESS STRESS <br />(LR) (LB) (IN) (LR/IN2) (LR/IN2) (LR/IN2) <br />0.00 <br />21.89 <br />4;.79 <br />b`.68 <br />e�.se <br />109.47 <br />131.37 <br />-5�4. <br />-gS7. <br />-640. <br />-683. <br />-7�5. <br />-768. <br />-811. <br />353, <br />-668. <br />-1689. <br />-2710. <br />-8731. <br />-47`�'.. <br />-577'� . <br />281546. <br />.°78094. <br />25�z87. <br />2041�9. <br />133619. <br />40757, <br />-74455. <br />-.29 <br />-.�8 <br />-.26 <br />-.2� <br />-.16 <br />-.09 <br />-.O1 <br />LOAD COMRINATION -2 : PEAD LOAP + WINP LOAP LEFT <br />AT AXIAL SHEAR REN�ING TRANSVERSE <br />(IN) FORCE FORCE (LB*IN) DISFL. <br />(LB) (LF) (IN> <br />0.00 -56B. 8^a4. 2402`9. -.32 <br />21.89 -"1. 204. 251618. -.33 <br />4:.79 -58^a. -4�d. 249164. -.32 <br />65.68 -516. -10:6. 232957. -.29 <br />87,58 -499. -1686. 2029:'•7. -.�4 <br />109.47 -48^c. -2316. 15912�. -.16 <br />1^al.a7 -464. -2946. 101`16. -.06 <br />LOAD COMRINATIOM -� : DEAG LOAP r UIND LOACi RIGHT <br />AT <br /><IN? <br />O.OU <br />21.89 <br />43.79 <br />b`.68 <br />87.58 <br />109.47 <br />131.37 <br />AXIAL <br />FORCE <br />(LR) <br />-445. <br />-428. <br />-410. <br />-39^a. <br />-'s76. <br />-359. <br />-^041. <br />SHEAR <br />FOkCE <br />(LA) <br />-1561. <br />-2191. <br />-2821. <br />-3q51. <br />-4081. <br />-4711. <br />-5341. <br />FENDING <br />(LR+�IN) <br />^c04^a19. <br />163244. <br />108377. <br />39716. <br />-42738. <br />-138986. <br />-249026. <br />TRANSVEFSE <br />nISFL. <br />(IN) <br />-.14 <br />-.12 <br />-.08 <br />-.04 <br />.O1 <br />.0` <br />.Ob <br />-115.8` <br />-131.57 <br />-149.10 <br />-168.78 <br />-191.00 <br />-216.32 <br />-24`.41 <br />AXIAL <br />STRESS <br />(LB/IN2) <br />-118.69 <br />-121.35 <br />-124.31 <br />-127.64 <br />-131.39 <br />-1:�5.67 <br />-140.`8 <br />AXIAL <br />STRESS <br />(LP/IN.4) <br />-92.98 <br />-94.24 <br />-95.EA <br />-97.2. <br />-99.00 <br />-101.03 <br />-lOS.�b <br />LOAD COMHINATION -4 : DEAP LOAO + 1/2 LIVE LOAG + WINIi�ORD LEFT <br />AT AXIAL SHEAR BENDING TRANSVERSE AXIAL <br />(IN) FORCE FORCE fLBxIN) DISF'L. 5TFESS <br />-9207.00 <br />-10233.67 <br />-10547.21 <br />-9806.26 <br />-7480.23 <br />-2706.20 <br />5999.93 <br />REMDING <br />STRESS <br />(l8/IN2) <br />-7g56.79 <br />-9^c59.40 <br />-10427.49 <br />-11191.15 <br />-11�60.73 <br />-10565.4� <br />-B180.65 <br />AENPING <br />STRESS <br /><LB/IN2) <br />-6681.49 <br />-6007.29 <br />-4530.83 <br />-1907.93 <br />2392.56 <br />9.'.28.37 <br />�0067.66 <br />BENDING <br />STRESS <br />119.22 <br />-��6.32 <br />-684.97 <br />-1.221.11 <br />-1891.27 <br />-2752.90 <br />-'�901. 75 <br />SHEAF <br />STRESS <br />tLB.�IN2) <br />281.81 <br />75.17 <br />-172.81 <br />-475.89 <br />-854 J4 <br />-1341.84 <br />-1991.'i0 <br />SHFpF <br />STRESS <br />(LR/IN^c) <br />-527.51 <br />-B07,73 <br />-1144.00 <br />-�55n.99 <br />-2068.73 <br />-2729.2` <br />-3�509.94 <br />SHEAR <br />STRESS <br />