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1 <br />0.00 <br />21.89 <br />45.79 <br />65.68 <br />8%.�8 <br />109.47 <br />1?I.o^7 <br />(LB> <br />-B1` <br />-817. <br />-819. <br />-821. <br />'8'+G:. <br />-82`. <br />-826. <br />991. <br />-94. <br />-1180. <br />-2266. <br />-3�i52. <br />-�437 . <br />-5;p3. <br />36`9`2. <br />375768. <br />361814. <br />'�24087. <br />262`69. <br />177318. <br />68277. <br />(IN) <br />_.4` <br />-.45 <br />-.�4 <br />-.39 <br />-.$i <br />-.20 <br />-.07 <br />(LB/IN2) <br />-17Q.41 <br />-180.09 <br />-190.88 <br />-202.98 <br />-216.66 <br />-232.2� <br />-p50.14 <br />LOAD COMBINATION -g t DEAP LOAD + 1/2 LIVE LOAD + WINU LOAP RIGHT <br />AT <br />(IN) <br />O.ur <br />21.89 <br />43.79 <br />6`.68 <br />87.Sg <br />109.47 <br />1S1.f;7 <br />AXIAL <br />FORCE <br />iLR) <br />-69^c. <br />-694. <br />-696. <br />-698. <br />-700. <br />-702. <br />-70c. <br />SNEAR <br />FOFCE <br />(LB) <br />-1403. <br />-2489. <br />-3575. <br />-4661. <br />-57q6. <br />-6832. <br />-7918. <br />RENPING <br />tLB�IN) <br />330011. <br />287394. <br />221006. <br />130846. <br />16914. <br />-1�0791. <br />-28^c26:�. <br />TFANSVERSE <br />DISPL. <br />(IN) <br />-.27 <br />-.24 <br />-.20 <br />-.14 <br />-.96 <br />.01 <br />.O5 <br />AXIAL <br />STRESS <br />(LR/IN�) <br />-144.70 <br />-15.'_.98 <br />-162.21 <br />-172.57 <br />-184.^c7 <br />-197.60 <br />-212.91 <br />LOAD COMRINATION -6 : PEAD LOAU + �IVE LOAI� + 1/� WI1:'? LOAD LEFT <br />AT <br />(IN) <br />0.00 <br />21.84 <br />43.79 <br />6`.68 <br />87.`8 <br />109.47 <br />151.^a7 <br />AXIAL <br />FORCE <br />tL8) <br />-80B. <br />-B40. <br />-872. <br />-904. <br />-936. <br />-968. <br />-1000. <br />SHEAR <br />FOFCE <br />(LR/ <br />7`1. <br />-530. <br />-181�. <br />-3093. <br />-4374. <br />-5655. <br />-6956. <br />AENDING <br />(LB+�IN) <br />3B6`96. <br />389006. <br />?62^ab`. <br />509673. <br />227930. <br />118136. <br />-19708. <br />TRANSVEFSE <br />DISFL. <br />(IN) <br />-.4.'• <br />-.43 <br />-.41 <br />-.35 <br />•,�-.� <br />-.16 <br />-.04 <br />AXIAI <br />STRESS <br />(LE/IN2) <br />-168.99 <br />-185.20 <br />-203.27 <br />-223.5` <br />-24�.47 <br />-27i.56 <br />-^,02." <br />LOAii COM6INATION -7 : DEf�p LOAD + LIVE LOAD + 1/2 WIND LOAD RIGHT <br />AT <br />(IN) <br />0.00 <br />21.95 <br />4.i.79 <br />6`.68 <br />87.58 <br />104.47 <br />1'� 1. 37 <br />AX:AL <br />FORCE <br />(LB) <br />-747. <br />-779. <br />-81�. <br />-84,. <br />-874. <br />•906. <br />-�38. <br />SNEAR <br />FORCE <br />tLR) <br />-447. <br />-1?.'_6. <br />-3009. <br />-4290, <br />-5`71. <br />-66`;'. <br />-8134. <br />NENDING <br />(LBxIN) <br />368626. <br />^044819. <br />292961. <br />2130`2. <br />10509�. <br />-:0919. <br />-?94980. <br />TFANSVERSE <br />DISPL. <br />(IN� <br />-.34 <br />-.:2 <br />-.29 <br />-.23 <br />-.15 <br />-.06 <br />.0^ <br />� <br />AXIAL <br />STkESS <br />(LR/IN2> <br />-156.13 <br />-171.64 <br />-198.94 <br />-208.35 <br />-230.27 <br />_2".24 <br />-283.94 <br />MEMREF NUMHER `( FROM JOTNT `TOJOINT 6) <br />(LB/IN2> <br />-11967,09 <br />-13828.Og <br />-15126.11 <br />-15568.79 <br />-i�%oo.is <br />-11773.SS <br />-5g02.09 <br />AENDING <br />STRESS <br />(L@/IN2) <br />-30791.80 <br />-10`75.93 <br />-9239.45 <br />-62B5,76 <br />-946.85 <br />8020.23 <br />22746.23 <br />EENDING <br />STRESS <br />(LA/IN2) <br />-12642.20 <br />-14315.18 <br />-1`190.97 <br />-14876.gq <br />-127`9.89 <br />-7845.95 <br />15B8.19 <br />BENDING <br />STRESS <br />(LP/IN2) <br />-12054.`5 <br />-12669.12 <br />-12247.64 <br />-102^a4.93 <br />-5883.24 <br />205,°.95 <br />15712.35 <br />(LB/IN2) <br />33'.03 <br />-?�.80 <br />-�78.61 <br />-1021.03 <br />-1f 99.07 <br />-25i 0. B2 <br />-3733,}7 <br />SHEAR <br />STRESS <br />(LB/IH.'.> <br />-�74.29 <br />-917.70 <br />-1�49.80 <br />-2100.13 <br />-2913.05 <br />-3958.2� <br />-5351.81 <br />SHEAR <br />STRESS <br /><LB/IN2> <br />pg3,74 <br />-195.Sq <br />-734.69 <br />-1i93.64 <br />-2217.3'.'• <br />-3276.35 <br />-4688.39 <br />SHEAR <br />STRESS <br />(LR/IN2> <br />-150.92 <br />-636.99 <br />-1220.28 <br />-193^a.19 <br />-2824.32 <br />-3970.06 <br />-5497.71 <br />