层次梁号截面左5层AB中右左5层BC中右左1层AB中右左1层BC中右内力MVMVMVMVMVMVMVMVMVMVMVMV恒载①-219.81151.99341.00274.56-138.47-118.7121.55-86.39118.71-21.55-209.59120.76262.11226.97-116.47-65.1118.06-38.0165.11-18.06活载②-21.4510.6522.4020.74-10.83-3.632.05-0.573.63-2.05-94.6754.77118.4394.67-52.62-33.0814.32-11.6133.08-14.32风载③-左④-右2.65-2.650.50-0.500.64-0.641.380.503.732.490.003.732.4917.603.752.4212.763.7534.4922.990.0034.4922.99-1.38-0.50-3.73-2.490.00-3.73-2.49-17.60-3.75-2.42-12.76-3.75-34.49-22.990.00-34.49-22.99可变荷载效应控制的基本组合表
M(max)及相应的V组合项目组合值M(min)及相应的V|V|max及相应的M组合项目组合值组合项目组合值-291.581.2①+1.4-288.501.2①（0.7②+④）192.13+1.4(②+0.6197.721.2①+1.4（②+0.6441.09347.871.2①+1.4（0.7②+④）-177.481.2①+1.4-151.23（0.7②+④）24.38357.351.2①+1.4(②+0.6-181.75-151.231.2①31.36+1.4(0.7②+1.2①+1.4（②+0.6-104.471.2①+1.4（0.7②+④）1.2①+1.4（0.7②+④）140.79-31.36-368.92193.34140.791.2①+1.4(0.7②+-31.36-398.831.2①+1.4(②+0.6224.741.2①+1.4（②+0.6482.37347.281.2①+1.4（0.7②+④）-196.581.2①+1.4-158.84（0.7②+④）3.52394.181.2①+1.4(②+0.6-216.58-158.841.2①67.89+1.4(0.7②+1.2①+1.4（②+0.6-61.8762.261.2①+1.4（0.7②+④）-67.891.2①+1.4(0.7②+62.26-67.89
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