《分层法计算框架弯矩表.doc》由会员分享，可在线阅读，更多相关《分层法计算框架弯矩表.doc（12页珍藏版）》请在金锄头文库上搜索。
1、（8）分层法计算恒荷作用下框架弯矩顶层结点B6F6J6杆端下右左下右左下分配系数0.6050.3950.2870.440.2730.3830.617固端力矩(20.797)-84.73584.735-92.99792.997(-37.551)放松结点B6.J638.68225.25612.628-10.618-21.236-34.21放松结点F60.8971.7942.7511.7070.853放松结点B6.J6-0.543-0.354-0.177-0.163-0.327-0.526放松结点F60.0980.150.093杆端力矩38.139-58.93699.0782.901-101.978
2、72.287-34.736传递给上柱力矩传递给下柱力矩12.7130.967-11.5792-5层（以5层为例）结点B5F5J5 杆端上下右左上下右左上下分配系数0.3770.3770.2460.1990.3060.3060.1890.2360.3820.382固端力矩(26.786)-78.37869.903-107.021116.703(-35.317)放松结点B5.J519.4519.4512.6916.346-9.604-19.207-31.089-31.089放松结点F54.0188.03512.35512.3557.6313.816放松结点B5.J5-1.515-1.515-0.9
3、88-0.494-0.451-0.901-1.458-1.458放松结点F50.1880.2890.2890.179杆端力矩17.93517.935-62.65783.97812.64412.644-109.266100.411-32.547-32.547传给上柱力矩5.9784.215-10.849传给下柱力矩5.9784.215-10.849底层结点B1F1J1杆端上下右左上下右左上下分配分数0.4320.2870.2810.2220.3410.2260.2110.2720.4380.29固端力矩(73.687)-78.37869.903-107.021116.703(-35.317)放松
4、结点B1.J12.0271.3471.3180.659-11.069-22.137-35.647-23.602放松结点F15.27610.55116.20710.74110.0285.014放松结点B1.J1-2.279-1.514-1.483-0.741-0.682-1.364-2.196-1.454放松结点F10.3160.4850.3220.300杆端力矩-0.252-0.167-73.26780.68816.69211.063-108.44498.216-37.843-25.056传递给上柱力矩-0.0845.564-12.614传递给下柱力矩-0.0845.532-12.528（2）
5、活荷载满布时框架弯矩计算顶层结点B6F6J6杆端下右左下右左下分配系数0.6050.3950.2870.440.2730.3830.617固端力矩(3.713)-26.79126.791-29.40329.403(-5.4)放松结点B6.J613.9629.1164.558-4.597-9.193-14.81放松结点F60.3810.7611.1660.7240.362放松结点B6.J6-0.231-0.151-0.075-0.07-0.139-0.223放松结点F60.0420.0640.04杆端力矩13.731-17.44532.0771.23-33.30620.433-15.033传给上
6、柱力矩传给下柱力矩4.5770.410-5.0112-5层（以5层为例）结点B5F5J5杆端上下右左上下右左上下分配分数0.3770.3770.2460.1990.3060.3060.1890.2360.3820.382固端力矩(3.713)-33.68728.946-47.77853.149(-5.4)放松结点B5.J511.311.37.3743.687-5.634-11.269-18.24-18.24放松结点F52.0684.1356.3586.3583.9271.964放松结点B5.J5-0.780-0.780-0.509-0.254-0.232-0.464-0.75-0.75放松结点
7、F50.0970.1490.1490.092杆端力矩10.5210.52-24.75436.6116.5076.507-49.62543.38-18.99-18.99传给上柱力矩3.5072.169-6.33传给下柱力矩3.5072.169-6.33底层结点B2F2J2杆端上下右左上下右左上下分配分数0.4320.2870.2810.2220.3410.2260.2110.2720.4380.29固端力矩(19.913)-33.68728.946-47.77853.149(-5.4)放松结点B1.J15.953.9533.871.935-6.494-12.988-20.914-13.847放松
8、结点F12.5965.1937.9765.2864.9362.468放松结点B1.J1-1.122-0.745-0.73-0.365-0.336-0.671-1.081-0.716放松结点F10.1560.2390.1580.148杆端力矩4.8283.208-27.95135.8658.2155.444-49.52441.958-21.995-14.563传给上柱力矩1.6092.738-7.332传给下柱力矩1.6042.722-7.282（3）活荷载左跨布置时框架弯矩计算顶层结点B6F6J6杆端下右左下右左下分配系数0.6050.3950.2870.440.2730.3830.617固端
9、力矩(3.713)-26.79126.791放松结点B613.9629.1164.558放松结点F6-4.499-8.997-13.794-8.558-4.279放松结点B6、F62.7221.7770.8890.8191.6392.64放松结点F6-0.49-0.752-0.466杆端力矩16.684-20.39722.751-14.546-8.205-2.642.64传给上柱力矩传给下柱力矩5.561-4.8490.882-5层（以5层为例）结点B6F5J6杆端上下右左上下右左上下分配系数0.3770.3770.2460.1990.3060.3060.1890.2360.3820.382固端力矩(3.713)-33.68728.946放松结点B511.311.37.3743.687放松结点F5-3.247-6.494-9.986-9.986-6.168-3.084放松结点B5.J51.2241.2240.7990.3990.3640.7281.1781.178放松结点F5-0.152-0.233-0.233-0.144杆端力矩12.52412.524-28.76126.386-10.219-10.219-5.948-2.3561.1781.178传给上柱力矩4.175-3.4060.3
