梁、柱弯地震组合

楼层数,,,五层,,,,,,,,四层,,,,,,,,三层,,,,,,,,二层,,,,,,,,一层,,,,,,,

截面位置,,,A柱上端,,A柱下端,,B上,,B下,,A上,,A下,,B上,,B下,,A上,,A下,,B上,,B下,,A上,,A下,,B上,,B下,,A上,,A下,,B上,,B下,

内力种类,,,M,N,M,N,M,N,,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N,M,N

水平地震作用产生⑤或⑥,,,±15.39,±5.13,±8.58,±5.13,±40.78,±8.72,±27.19,±8.72,±32.76,±13.91,±25.74,±13.91,±48.75,±25.73,±39.89,±31.3,±46.53,±24.17,±38.07,±24.17,±64.13,±50.8,±64.13,±50.8,±51.47,±36.05,±51.47,±36.05,±78.03,±87.2,±78.03,±87.2,±57.69,±48.42,±107.13,±48.42,±85.79,±130.46,±118.47,±130.46

重力荷载代表值作用下⑦,,,56.72,97.13,61.86,97.13,-33.25,194.26,-31.3,194.26,61.86,262.78,61.86,262.78,-31.3,525.55,-31.3,525.55,61.86,428.42,61.86,428.42,-31.3,856.85,-31.3,856.85,61.86,594.07,67.95,594.07,-31.3,1188.14,-38.93,1188.14,50.58,759.72,25.29,759.72,-32.1,1519.43,-16.05,1519.43

组,1.2⑦+1.3（⑤或⑥）,∣max∣,88.77,123.23,85.39,123.23,92.91,244.45,72.91,244.45,116.82,333.42,137.61,333.42,100.94,664.11,89.42,664.11,134.72,545.53,123.72,545.53,120.93,1094.26,120.93,1094.26,141.14,759.75,148.45,759.75,139,1539.13,148.16,153.13,135.7,974.61,169.72,974.61,150.05,1992.91,173.27,1992.91

合,,max,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上,,同上

值,,min,,109.89,,109.89,,221.78,,221.78,,297.25,,297.25,,597.21,,597.21,,482.68,,482.68,,962.18,,962.18,,666.02,,666.02,,1312.41,,1312.41,,848.72,,848.72,,1653.72,,1653.72

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