222截面竖向荷载内力③地震荷载内力组合内力组合取值轴压比节点处梁①恒载②活载端弯矩和4-36.45-5.5±168.50-51.44172.01-266.09172.01-266.09N159.7911.87±46.60208.37259.45138.29259.450.03-23.64-12.34±65.50-45.6449.38-120.92-120.9249.38N214.1866.26±-46.60349.78236.19357.35236.190.03V14.314.25±55.7123.1292.15-52.700.003-32.5-15.26±316.50-60.36363.29-459.61363.29-459.61691.80N882.93191.75±152.401327.971372.69976.451372.690.15-32.35-14.31±259.00-58.85289.29-384.11-384.11289.29N928.26237.08±-152.401445.821058.041454.281058.040.11V18.538.45±164.4334.07241.07-186.450.002-36.62-17.11±355.50-67.90407.94-516.36407.94-516.36825.10N1130.12252.05±180.801709.011742.411272.331742.410.19-38.31-18.66±290.90-72.10321.00-435.34-72.10321.00N1175.45297.38±-180.801826.871353.931824.011353.930.14V21.4110.22±184.6940.00271.92-208.270.001-19.24-11.42±377.10-39.08460.29-520.17460.29-520.17879.45N1372.81311.90±192.702084.032585.021584.002585.020.28-9.96-3.61±700.30-17.01896.27-924.51-17.01896.27N1439.51378.60±-192.702257.452455.082205.082455.080.26V5.672.92±209.2010.89280.52-263.400.00表18框架C柱内力组合表层数内力竖向荷载内力组合竖向荷载内力与地震作用内力组合1.2①+1.4②1.2（①+0.5②）+1.3③1.2（①+0.5②）-1.3③MmaxNmaxNmin及相应的M及相应的N及相应的M柱顶M柱底M柱顶M柱底M柱顶M柱底M柱顶M柱底Mω=Nfcbh∑Mb0.75柱弯矩设计值调整830.16990.121055.34Vc=ηvc(Mct+Mcb)/Hn∑Mc=ηc∑Mb
