层数五层四层三层截面位置跨中跨中跨中重力荷载值产生⑦-56.7275.04-95.4-62.152.61-123.73112.7-166.2-94.116.3-123.7水平地震作用产生⑤或⑥±15.93±2.04±20.00±20.780±24.18±6.54±37.75±38.690±20.79组-88.7792.7-140.5-101.63.13-179.91143.8-247.87-163.219.6-175.5合-----------A右B左B右A右B左B右A右1.2⑦+1.3（⑤或⑥）1.0⑦+1.3（⑤或⑥）三层二层一层跨中跨中跨中跨中跨中跨中112.72-166.2-94.116.3-124112.72-166.2-94.116.33-118.5115.16-166.5-95.714.73±15.12±51.03±52.990±13.4±28.17±69.74±72.420±6.22±80.37±37.08±83.450154.92-265.8-181.819.6-166171.89-290.1-207.119.6-150.3242.67-248-223.317.68-------0.05----12.79-B左B右A右B左B右A右B左B右楼层数五层四截面位置内力种类MNMNMNNMN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重力荷载代表值作用下⑦56.7297.1361.8697.13-33.25194.26-31.3194.2661.86262.78组∣max∣88.77123.2385.39123.2392.91244.4572.91244.45116.82333.42合max同上同上同上同上同上值min109.89109.89221.78221.78297.25A柱上端A柱下端B上B下A上1.2⑦+1.3（⑤或⑥）四层三层MNMNMNMNMNMNMN±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±50.861.86262.78-31.3525.55-31.3525.5561.86428.4261.86428.42-31.3856.85-31.3856.85137.61333.42100.94664.1189.42664.11134.72545.53123.72545.53120.931094.3120.931094.3同上同上同上同上同上同上同上297.25597.21597.21482.68482.68962.18962.18A下B上B下A上A下B上B下二层一层MNMNMNMNMNMNMN±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±130.4661.86594.0767.95594.07-31.31188.1-38.931188.150.58759.7225.29759.72-32.11519.4141.14759.75148.45759.751391539.1148.16153.13135.7974.61169.72974.61150.051992.9同上同上同上同上同上同上同上666.02666.021312.41312.4848.72848.721653.7A上A下B上B下A上A下B上MN±118.47±130.46-16.051519.4173.271992.9同上1653.7B下
