梁号截面内力恒载活载abcd组合项目组合值组合项目组合值组合项目组合值上M27.687.48-1.381.491.35a+0.98(b+c)43.3461.35a+0.98d38.82821.35a+0.98(b+d)46.1586N30069.111.34-3.79483.8312401.2858469.0038下M-25.5-6.061.25-0.981.35a+0.98(b+c)-39.13881.35a+0.98d-35.38541.35a+0.98(b+d)-41.3242N321.7569.111.34-3.79513.1937430.6483498.3663V16.124.1-0.80.7524.99622.49726.515上M13.182.77-0.620.51.35a+0.98(b+c)19.91.35a+0.98d18.2831.35a+0.98(b+d)20.9976N2469.62206.7146.85-16.083582.4763318.2293520.804下M-6.59-1.380.31-0.251.35a+0.98(b+c)-9.94511.35a+0.98d-9.14151.35a+0.98(b+d)-10.4939N2505.87206.7146.85-16.083631.4133367.1663569.742V3.590.750.170.145.74814.98375.7187用于承载力计算的框架B柱由永久荷载效应控制的基本结构表N最大MN最小MM最大N6层1层
