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柱顶M-51.72-4.835±226.10-68.83228.97-358.90-68.83-358.90N441.8532.00±14.60575.02568.40530.44568.400.06柱底M-59.14-14.01±127.20-90.5885.99-244.73-90.5885.99N496.2486.39±-14.60716.43628.34666.30628.340.07V-35.07-8.43±210.03-53.89225.90-320.18#REF!3柱顶M-61.33-15.45±488.70-95.23552.44-718.18-95.23-718.181123.38N2159.61515.66±51.803313.462968.272833.592968.270.32柱底M-59.87-14.35±399.90-91.93439.42-600.32-91.93439.42N2204.94560.99±-51.803431.312915.183049.862915.180.31V-34.63-8.52±253.89-53.48283.39-376.730.002柱顶M-67.59-17.32±548.90-105.36622.07-805.07-105.36-805.071285.31N2739.79674.45±59.804231.983770.163614.683770.160.40柱底M-74.03-19.19±449.10-115.70483.48-684.18-115.70483.48N2785.12719.78±-59.804349.843696.273851.753696.270.39V-40.46-10.43±285.14-63.15315.87-425.490.001柱顶M-37.58-11.81±537.70-61.63646.83-751.19-61.63-751.191317.08N3327.24834.12±66.405160.464579.484406.844579.480.49柱底M-19.13-3.8±773.70-28.28980.57-1031.05-28.28980.57N3393.94900.82±-66.405333.884526.904699.544526.900.48V-11.01-3.03±254.64-17.45316.00-346.060.00表17框架B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Mω=Nfcbh∑Mb0.75柱弯矩设计值调整1348.051542.3751580.49Vc=ηvc(Mct+Mcb)/Hn∑Mc=ηc∑Mb
