竖向荷载内力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4M93.4813.64±148.90131.27313.93-73.21313.93-73.21N273.0520.35±32.04356.15381.52298.22381.520.04M77.4723.04±49.60125.22171.2742.31125.22171.27N327.4474.74±-32.04497.56396.12479.42396.120.04V-40.70-8.73±47.26-61.067.36-115.520.003M94.0630.41±266.50155.45477.57-215.33155.45-215.33709.53851.43N###320.64±100.602180.942055.211793.652055.210.22M91.9828.97±218.10150.93411.29-155.77150.93411.29N###365.97±-100.602298.801875.242136.801875.240.20V-53.16-16.97±138.46-87.55106.02-253.970.002M101.2432.54±302.00167.04533.61-251.59167.04-251.59835.451002.54N###420.62±121.002793.502614.302299.702614.300.28M115.3139.75±242.20194.02477.08-152.64194.02477.08N###465.95±-121.002911.352381.292695.892381.290.25V-61.87-20.65±155.49-103.15115.50-288.770.001M57.5019.02±301.4095.63472.23-311.4195.63-311.41844.491013.385N###520.16±126.203402.123150.062821.943150.060.34M28.4111.61±703.3050.35955.35-873.2350.35955.35N###586.86±-126.203575.542842.003270.122842.000.30V-16.68-5.95±195.09-28.35230.03-277.200.00表16框架A柱内力组合表层数截面内力③地震荷载柱弯矩设计值调整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柱顶柱底柱顶柱底柱顶柱底柱顶柱底Vc=ηvc(Mct+Mcb)/Hnω=Nfcbh∑Mc=ηc∑Mb∑Mb0.75
