（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38.139-58.93699.0782.901-101.97872.287-34.736传递给上柱力矩传递给下柱力矩12.7130.967-11.579▲2-5 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.J5-1.515-1.515-0.988-0.494-0.451-0.901-1.458-1.458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）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传给上柱力矩传给下柱力矩4.5770.410-5.011▲2-5 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(...
