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文档简介
,,,,杆件,跨向,截面,内力,荷载种类,,,,内力组合,
,,,,,,,,恒载,活载,地震作用,,1.2（恒+活）+1.3地震,
,,,,,,,,,,向左,向右,向左,向右
,,,,顶层横梁,AC跨,粱左端,M,-19.88,-2.79,13.22,-13.22,-10.02,-44.39
,,,,,,,V,37.37,5.00,-3.57,3.57,46.20,55.49
,,,,,,跨中,M,47.46,6.82,2.51,-2.51,68.40,61.87
,,,,,,粱右端,M,-30.29,-4.21,-8.20,8.20,-52.06,-30.74
,,,,,,,V,-41.71,-5.59,-3.57,3.57,-61.40,-52.12
,,,,,CD跨,粱左端,M,-16.16,-2.21,23.34,-23.34,8.30,-52.39
,,,,,,,V,10.90,0.77,-22.23,22.23,-14.90,42.90
,,,,,,跨中,M,-11.48,-1.67,0.00,0.00,-15.78,-15.78
,,,,,,粱右端,M,-16.16,-2.21,-23.34,23.34,-52.39,8.30
,,,,,,,V,-10.90,-0.77,-22.23,22.23,-42.90,14.90
,,,,九层横梁,AC跨,粱左端,M,-22.54,7.79,81.25,-81.25,87.93,-123.33
,,,,,,,V,33.53,10.98,-21.94,21.94,24.89,81.93
,,,,,,跨中,M,31.15,11.50,15.44,-15.44,71.25,31.11
,,,,,,粱右端,M,-27.82,-9.54,-50.38,50.38,-110.33,20.66
,,,,,,,V,-35.72,-11.70,-21.94,21.94,-85.43,-28.38
,,,,,CD跨,粱左端,M,-10.39,-3.43,143.80,-143.80,170.36,-203.52
,,,,,,,V,9.67,1.65,-136.56,136.56,-163.94,191.11
,,,,,,跨中,M,-6.19,-2.28,0.00,0.00,-10.16,-10.16
,,,,,,粱右端,M,-10.39,-3.43,-143.80,143.80,-203.52,170.36
,,,,,,,V,-9.67,-1.65,-136.56,136.56,-191.11,163.94
,,,,五层横梁,AC跨,粱左端,M,-22.54,-7.12,87.90,-87.90,78.68,-149.86
,,,,,,,V,31.94,10.42,-19.86,19.86,25.01,76.65
,,,,,,跨中,M,36.05,12.78,28.33,-28.33,95.42,21.77
,,,,,,粱右端,M,-33.59,-11.56,-31.25,31.25,-94.81,-13.56
,,,,,,,V,-37.31,-12.27,-19.86,19.86,-85.31,-33.68
,,,,,CD跨,粱左端,M,-5.89,-1.86,88.93,-88.93,106.31,-124.91
,,,,,,,V,9.67,1.65,-84.69,84.69,-96.51,123.68
,,,,,,跨中,M,-1.69,-0.71,0.00,0.00,-2.88,-2.88
,,,,,,粱右端,M,-5.89,-1.86,-88.93,88.93,-124.91,106.31
,,,,,,,V,-9.67,-1.65,-84.69,84.69,-123.68,96.51
,,,,二层横梁,AC跨,粱左端,M,-19.83,-6.85,162.45,-162.45,179.17,-243.20
,,,,,,,V,31.80,10.38,-33.71,33.71,6.79,94.44
,,,,,,跨中,M,31.50,12.95,61.32,-61.32,133.05,-26.37
,,,,,,粱右端,M,-33.39,-11.48,-39.82,39.82,-105.61,-2.08
,,,,,,,V,-37.45,-12.31,-33.71,33.71,-103.54,-15.89
,,,,,CD跨,粱左端,M,-6.31,-2.00,113.32,-113.32,137.34,-157.29
,,,,,,,V,9.67,1.65,-107.93,107.93,-126.73,153.89
,,,,,,跨中,M,-2.11,-0.85,0.00,0.00,-3.55,-3.55
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