跨度、层高不同仅供参考上柱下柱右梁左梁上柱下柱右梁左梁下柱上柱AB跨梁端弯矩AB跨梁端剪力BC跨梁端弯矩BC跨梁端剪力分配系数00.5170.4830.40600.4340.1610.270.730左右左右左右左右固端弯矩7.92-122.90122.900.00-12.41-13.6713.676.284-87.19107.6699.5768520875-105.2631479125-33.423.9127.82-5.96分配弯矩59.4455.54-39.31-42.02-15.59-5.39-14.563-119.86125.72108.5546285375-110.1813714625-22.003.8920.18-6.76传递弯矩20.01-19.6527.77-15.96-2.69-7.79-4.892-117.25124.60108.3464594986-110.3895405014-22.443.5920.46-6.492次分配-0.18-0.17-3.70-3.95-1.473.429.261-108.23118.82107.8966750778-110.8393249222-25.552.2022.12-4.83最终弯矩87.19-87.19107.66-74.35-33.423.91-3.910.3410.3410.3190.2830.3020.3020.1120.1560.4220.422A柱端弯矩A柱端剪力B柱端弯矩B柱端剪力C柱端弯矩C柱端剪力13.90-131.24131.24-14.92-10.6010.6012.58上下上下上下上下上下上下分配弯矩40.0140.0137.43-29.92-31.93-31.93-11.84-3.62-9.78-9.78487.1957.88-37.1969329769-37.1969329769-74.35-46.8831.0831.08-3.91-9.433.423.42传递弯矩29.7220.01-14.9618.72-21.01-15.96-1.81-5.92-4.89-7.28362.0650.96-28.9792347692-28.9792347692-56.75-43.0225.5825.585.54-7.850.590.592次分配-11.86-11.86-11.095.686.066.062.252.827.647.64266.3861.59-32.8122970692-32.8122970692-59.05-50.8328.1728.174.26-10.421.581.58最终弯矩57.8862.06-119.86125.72-46.88-56.75-22.003.895.54-9.43146.6423.32-14.1342137121-14.1342137121-42.45-21.2212.8612.868.224.11-2.49-2.490.3410.3410.3190.2830.3020.3020.1120.1560.4220.422A柱轴力B柱轴力C柱轴力13.90-131.24131.24-14.92-10.6010.6012.58自重左剪力右剪力集中荷载顶端轴力底端轴力自重左剪力右剪力集中荷载顶端轴力底端轴力自重左剪力右剪力集中荷载顶端轴力底端轴力分配弯矩40.0140.0137.43-29.92-31.93-31.93-11.84-3.62-9.78-9.78424.380.0099.5864.36163.94188.3124.38-105.263147912527.8299.3232.38256.7524.38-5.96050.2556.2180.59传递弯矩20.0121.53-14.9618.72-15.96-17.07-1.81-5.92-5.37-4.89324.380.00108.55111.21408.08432.4524.38-110.181371462520.18119.34506.46530.8324.38-6.760100.67188.02212.392次分配-9.06-9.06-8.484.564.874.871.812.526.836.83224.380.00108.35111.21652.01676.3824.38-110.389540501420.46119.34781.02805.3924.38-6.490100.67319.55343.93最终弯矩50.9666.38-117.25124.60-43.02-59.05-22.443.594.26-7.85130.940.00107.90111.21895.49926.4330.94-110.839324922222.12119.341057.691088.6330.94-4.830100.67449.43480.360.3670.2890.3440.3020.3230.2550.120.1720.3650.463AB跨中弯矩BC跨中弯矩13.90-131.24131.24-14.92-10.6010.6012.58P'gMoMaMbM中P'gMoMbMcM中分配弯矩43.0633.9140.36-31.93-34.15-26.96-12.69-3.99-8.46-10.73432.023.75192.8853-87.19107.6695.4616.012.512.00-33.423.91-6.66传递弯矩20.010.00-15.9620.18-15.960.00-1.99-6.340.00-4.89323.9211.92203.1804-119.86125.7280.3911.962.59.54-22.003.89-3.402次分配-1.48-1.17-1.39-0.67-0.72-0.57-0.271.934.105.20223.9211.92203.1804-117.25124.6082.2611.962.59.54-22.443.59-3.47最终弯矩61.5946.64-108.23118.82-50.83-42.45-25.552.208.22-10.42123.9211.92203.1804-108.23118.8289.6511.962.59.54-25.552.20-4.3323.32-21.224.11弯矩二次分配法计算均布荷载作用下的框架梁柱弯矩
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