7框架梁跨中弯矩计算表7_secret.docx

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1、位置层数左端弯矩KN右端弯矩KN跨中弯矩KN8.4m跨6层75.96139.8289.295层117.00160.5388.264层118.43160.1487.743层124.09159.0585.462层127.59158.6583.911层119.56156.6488.936.0m跨6层108.7727.1532.465层109.9645.9037.904层110.2446.8737.273层106.3950.5037.382层103.0452.8037.911层104.4548.2439.48位置层数左端弯矩KN右端弯矩KN跨中弯矩KN8.4m跨6层23.9244.8929.095层3

2、2.7445.0424.614层33.1344.8024.533层34.0941.7725.572层35.4444.3823.591层33.4544.4924.536.0m跨6层35.148.4710.595层30.6712.8410.644层30.8313.1210.423层31.6814.139.492层28.8314.7610.601层28.7513.4811.28位置层数左端弯矩KN右端弯矩KN跨中弯矩KN8.4m跨6层5.313.041.145层14.434.784.834层24.8917.713.593层34.7527.303.732层42.2137.632.251层0.0000.

3、0000.0006.0m跨6层5.166.06-0.455层18.6316.790.924层19.3528.59-4.623层28.3641.36-6.502层45.2255.53-5.161层0.0000.0000.000位置层数左端弯矩KN右端弯矩KN跨中弯矩KN8.4m跨6层19.3411.284.035层33.9216.738.604层64.0431.7616.143层75.8142.6516.582层88.5446.8420.851层80.7951.7614.526.0m跨6层17.4122.06-2.335层53.0741.415.834层61.9372.42-5.253层80.5991.27-5.342层96.70109.31-6.311层86.4095.85-4.73