恒载作用下横向框架弯矩二次分配法计算表附表

1、附表1 横荷载的弯矩二次分配法的计算层数弯矩二次分配法计算第6层上柱下柱右梁左梁上柱下柱右梁0.000.330.670.580.000.280.146.00-146.48146.48-16.400.0048.3498.14-75.450.00-36.42-18.210.0012.35-37.7249.070.00-9.5911.400.008.3717.00-29.510.00-14.25-7.120.0069.06-69.0690.590.00-60.26-30.33第5层上柱下柱右梁左梁上柱下柱右梁0.250.250.500.450.220.220.115.00-98.8198.81-11

2、.6224.7024.7049.41-39.24-19.18-19.18-9.5924.1712.35-19.6224.70-18.21-9.594.80-4.23-4.23-8.45-0.76-0.37-0.37-0.1944.6532.83-77.4783.51-37.77-29.15-16.60第4层上柱下柱右梁左梁上柱下柱右梁0.250.250.500.450.220.220.114.00-98.8198.81-11.6224.7024.7049.41-39.24-19.18-19.18-9.5912.3512.35-19.6224.70-9.59-9.594.80-1.27-1.27

3、-2.54-4.64-2.27-2.27-1.1335.7835.78-71.5779.63-31.04-31.04-17.55第3层上柱下柱右梁左梁上柱下柱右梁0.250.250.500.450.220.220.113.00-98.8198.81-11.6224.7024.7049.41-39.24-19.18-19.18-9.5912.3512.85-19.6224.70-9.59-10.034.80-1.39-1.39-2.79-4.45-2.17-2.17-1.0935.6636.15-71.8179.83-30.95-31.38-17.50第2层上柱下柱右梁左梁上柱下柱右梁0.260

4、.220.520.470.230.190.112.00-98.8198.81-11.6225.6921.7451.38-40.98-20.05-16.57-9.5912.350.00-20.4925.69-9.590.004.802.121.794.23-9.82-4.81-3.97-2.3040.1623.53-63.6973.70-34.45-20.54-18.71第1层上柱下柱右梁左梁上柱下柱右梁0.000.000.000.000.000.000.001.000.000.000.000.000.000.000.000.000.000.0010.870.000.000.00-8.280.0

5、00.000.000.000.000.000.000.000.0010.870.000.000.00-8.280.000.00第一层上柱下柱右梁左梁上柱下柱右梁0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00地下室上柱下柱右梁左梁上柱下柱右梁0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.0

6、00.000.000.000.000.000.000.00A柱B柱0.000.00第一层左梁上柱下柱右梁左梁上柱下柱0.140.000.280.580.670.000.33-16.40-146.48146.4822.800.0045.6194.47-98.140.00-48.34-9.110.009.59-49.0747.240.00-12.356.800.0013.6028.18-23.370.00-11.514.100.0068.80-72.9072.200.00-72.20左梁上柱下柱右梁左梁上柱下柱0.110.220.220.450.500.250.2511.62-98.8198.81

7、9.5919.1819.1839.24-49.41-24.70-24.70-4.8022.809.59-24.7019.62-24.17-12.35-0.32-0.64-0.64-1.308.454.234.2316.1041.3528.14-85.5877.47-44.65-32.83左梁上柱下柱右梁左梁上柱下柱0.110.220.220.450.500.250.2511.62-98.8198.819.5919.1819.1839.24-49.41-24.70-24.70-4.809.599.59-24.7019.62-12.35-12.351.132.272.274.642.541.271

8、.2717.5531.0431.04-79.6371.57-35.78-35.78左梁上柱下柱右梁左梁上柱下柱0.110.220.220.450.500.250.2511.62-98.8198.819.5919.1819.1839.24-49.41-24.70-24.70-4.809.5910.03-24.7019.62-12.35-12.851.092.172.174.452.791.391.3917.5030.9531.38-79.8371.81-35.66-36.15左梁上柱下柱右梁左梁上柱下柱0.110.230.190.450.520.260.2211.62-98.8198.819.5

9、920.0516.5739.24-51.38-25.69-21.74-4.809.590.00-25.6919.62-12.350.002.304.813.979.40-3.78-1.89-1.6018.7134.4520.54-75.8663.27-39.93-23.34左梁上柱下柱右梁左梁上柱下柱0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.008.280.000.000.00-10.870.000.000.000.000.000.000.000.000.008.280.000.000.00-10.870.00左梁上柱下柱右梁左梁上柱下柱附表1 横荷载的弯矩二次分配法的计算弯矩二次分配法计算0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00