框架梁内力组合表层次梁编号截面位置内力恒荷载活荷载左风右风左地震右地震①②③④⑤⑥1.2①+1.4②1.2①+1.4③1.2①+1.4④左支左M/kN·m56.615.27.1-7.110.9-10.991.389.295.283.292.872.877.957.983.4V/kN66.718.32.22.22.62.6108.0105.7107.5107.5101.1101.183.283.292.2跨中M/kN·m79.530.8-0.30.32.4-2.4137.5138.5138.3138.7125.2125.995.195.8107.1右支左M/kN·m52.215.47.6-7.66.2-6.285.684.290.677.888.467.173.352.077.9V/kN65.118.42.22.22.62.6105.9103.9105.8105.899.399.381.281.290.1左支左M/kN·m9.23.25.6-5.64.5-4.515.615.520.210.822.16.318.93.217.9V/kN4.10.04.24.23.43.45.54.98.48.410.810.810.810.89.6跨中M/kN·m2.80.00.00.00.00.03.83.43.43.43.43.43.43.43.8左支左M/kN·m66.918.253.0-53.091.2-91.2108.2105.8150.361.2172.323.9154.56.1142.3V/kN73.418.514.614.620.4-20.4117.2114.0126.3126.3126.7126.7108.6108.6113.4跨中M/kN·m72.428.24.7-4.723.8-23.8125.4126.4130.4122.5121.1108.093.580.3102.4右支左M/kN·m63.317.643.6-43.643.6-43.6102.7100.6137.363.9154.332.1137.114.9128.2V/kN72.018.314.614.620.420.4115.1112.0124.3124.3124.8124.8106.9106.9111.5左支左M/kN·m7.71.832.3-32.332.3-32.312.211.838.9-15.356.2-34.254.4-35.942.0V/kN4.20.023.923.923.923.95.75.025.125.138.538.538.538.529.1跨中M/kN·m2.90.00.00.00.00.03.93.53.53.53.53.53.53.53.9左支左M/kN·m62.418.3223.5-223.5321.9-321.9102.2100.5288.2-87.2405.7-220.1387.7-238.0303.2V/kN68.218.559.959.973.873.8110.2107.7158.0158.0183.8183.8165.7165.7150.8跨中M/kN·m66.228.025.9-25.933.4-33.4116.8118.6140.396.8143.170.6115.743.1114.7右支左M/kN·m59.617.8171.8-171.8165.2165.297.996.4240.7-47.8329.4-151.5312.0-169.0248.8V/kN67.218.359.959.973.873.8108.7106.3156.6156.6182.4182.4164.5164.5149.4左支左M/kN·m6.31.5127.0-127.0122.1-122.110.09.7116.3-97.0186.8-168.7185.3-170.2132.9V/kN4.20.094.094.090.590.55.75.084.084.0136.7136.7136.7136.797.8跨中M/kN·m2.90.00.00.00.00.03.93.53.53.53.53.53.53.53.9恒+活恒+活恒+活+左风恒+活+右风恒+左风+活恒+右风+活恒+左风恒+右风恒+左风1.35①+1.4*0.7②1.2①+1.4②+1.4*0.6③1.2①+1.4②+1.4*0.6④1.2①+1.4*③+1.4*0.7②1.2①+1.4*④+1.4*0.7...
