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21.89 -�27, 15`7. <br />43.79 -244. 927. <br />65,68 -261. 297. <br />87.:6 -278. -�33. <br />109.47 -296. -963. <br />131.37 -:13. -159�. <br />206�67. <br />23:3465, <br />246869. <br />2�6�79. <br />232�96. <br />204321. <br />-.17 <br />-.24 <br />-.28 <br />-.30 <br />-.30 <br />-.28 <br />-63.84 -13695.72 <br />-64.23 -13069.73 <br />-6�.57 -11B59.�� <br />-6�.87 -10304.38 <br />-65.1� -85�g,35 <br />-65.38 -6681.55 <br />lOAP COMFINATION -4 : DEAD LOAP + 1/2 LIVE LOAP + WIND LOAP LEFT <br />AT <br />cIN) <br />0.00 <br />^c1.89 <br />4^a.79 <br />b`.68 <br />87,5B <br />109.47 <br />131.37 <br />AXIAL <br />FOFCE <br />(LR) <br />-906. <br />-904. <br />-902. <br />-900. <br />-998. <br />-896. <br />-894. <br />SHEAR <br />FORCE <br />(LB) <br />74^a4. <br />6349. <br />5263. <br />4177. <br />3091. <br />2006. <br />920. <br />RENDING <br />(LBxIN) <br />-18�794. <br />-�1907. <br />9`209. <br />1985g3. <br />278125. <br />33�9^c5. <br />36`95`. <br />TFANSVERSE <br />�ISPL. <br />(IN) <br />.06 <br />-.03 <br />-.11 <br />-.20 <br />-.26 <br />-.30 <br />-.3: <br />AXIAL <br />STRESS <br />tLR/IN2> <br />-274.14 <br />-254.58 <br />-2�7.5` <br />-222.60 <br />-209.a6 <br />-197.57 <br />-IB6.99 <br />LOAP COMRINATION -` : DEAD LOAD + 1/2 LIVE LOA[� + WIN� l.OAU RIGHT <br />AT <br />(IN> <br />0.00 <br />21.89 <br />4�.79 <br />65.68 <br />87.g8 <br />109.q7 <br />1:�1.^07 <br />AXIAL <br />FORCE <br />(LB) <br />-`64. <br />-58�. <br />-580. <br />-578. <br />-576. <br />-574. <br />-57�. <br />SHEAF <br />FORCE <br />(LP) <br />5058. <br />3972. <br />�B86. <br />1801. <br />71g, <br />-?71. <br />-14`7. <br />BENDING <br />(LR+IN> <br />93452, <br />192:08. <br />26739:�. <br />3187U6. <br />346.'.4; . <br />:g0016. <br />330014. <br />TFANSVEFSE <br />�ISPL. <br />tIN) <br />-.07 <br />-.20 <br />-.30 <br />-.^a7 <br />-.41 <br />-.42 <br />-.41 <br />AXIhL <br />STFESS <br />(lR/SN2) <br />-176.6? <br />-163.99 <br />-152,75 <br />-142.97 <br />-134.31 <br />-126.60 <br />-119.68 <br />LOAD COMRINATION -b : DEAD LOAD + LIl'E I.OAP + 1/2 WINP LOAn LEFT <br />RT <br />(IN) <br />0.00 <br />21.89 <br />4.�J9 <br />65,6B <br />87.�8 <br />109.47 <br />1.'•1.37 <br />AXIAL <br />FOFCE <br />(LF> <br />-10`9. <br />-1027. <br />-996. <br />-964. <br />-932. <br />-900. <br />-868. <br />SHEAF <br />FOFCE <br />(LF) <br />8368. <br />70B7. <br />580`. <br />4g24. <br />3�4:. <br />1962. <br />661. <br />AENCING <br />(LR*IN) <br />-2077go. <br />-38567. <br />102`68. <br />2156�3, <br />300686. <br />S`7668. <br />G86600. <br />TRHNSVERSE <br />DISFI. <br />(IN) <br />.02 <br />-.Ob <br />-.1` <br />-.2S <br />-.^a0 <br />-.34 <br />-.37 <br />AXIAL <br />STRESS <br />(LB/IN2) <br />-320.60 <br />-289.36 <br />-26217 <br />-�38.30 <br />-217.18 <br />-19B.3g <br />-I81.46 <br />I.OAL COMRINATION -7 : PEAD LOAD + LIVE LOAD + 1/2 WIND LOAD FIGHT <br />AT AXIAL <br />(IN) FOkCE <br />(LP) <br />0.00 -898. <br />21.89 -866. <br />43.79 -0;5, <br />PENDING <br />STRESS <br />(LB/IN2) <br />14730.39 <br />2118.5g <br />-5329.94 <br />-9538.38 <br />-11627.39 <br />-12288.24 <br />-11967.19 <br />BENDING <br />STRESS <br />(LP/IN2) <br />-7530.80 <br />-1.'_768.87 <br />-14969.10 <br />-1`310.4B <br />-14475.32 <br />-12880.37 <br />-10791.90 <br />REN�ING <br />STRESS <br />tL8/IN2> <br />16741.69 <br />�560.76 <br />-5741.93 <br />-10:�59.8` <br />-12570.`7 <br />-13161.94 <br />-1�642.32 <br />902.15 <br />�70.01 <br />133.91 <br />-13�.97 <br />-354.97 <br />-538.30 <br />SHEAR <br />STRESS <br />(LH/IN2) <br />502�.9� <br />3678.0� <br />2667.88 <br />1882.21 <br />1�5�.66 <br />739.�0 <br />310.85 <br />SHEAR <br />STRESS <br />(LP{IN2) <br />^a41B.70 <br />2�01.29 <br />1463.23 <br />811.40 <br />289.93 <br />-136.72 <br />-492.26 <br />SHEAR <br />STRESS <br />(LB/IN2) <br />5655,86 <br />4105.62 <br />294.°.94 <br />2038.63 <br />1315.17 <br />723.26 <br />230.00 <br />SHEAk RENDING TfiANSVEFSE AXIAL BENDING SHEAk <br />FOFCE (LBxIN) DISPL. STRESS STFESS STRESS <br />(LR) (IN) (Lk/IN2) (LN/IN2) (LA/IN2) <br />7180. -69630. -.04 -.'_71.88 5611.09 4852.76 <br />5698. 73`41. -.1` -244.02 -4862.9` 3417.25 <br />4617. 188660. -.�5 -215.?7 -10561.51 23�0.61 <br />