层号柱别柱高柱线刚度KN/m左梁右梁侧移刚度(×10^4)Z5a3.916.676008.088.080.480.202.5785.49Z5c3.916.6771010000.600.233.03Z63.916.6778.088.0810101.080.354.62Z7a3.916.672006.066.060.360.152.02Z7c3.916.6727.57.5000.450.182.42Z83.916.6726.066.067.57.50.810.293.80Z1a4.8512.636008.0800.640.432.7880.07Z1c4.8512.637100000.790.462.98Z24.8512.6378.0801001.430.563.63Z3a4.8512.632006.0600.480.402.55Z3c4.8512.6327.50000.590.422.72Z44.8512.6326.0607.501.070.513.30表5框架抗侧移总刚度计算表柱根数（KN/m（×104）(×10^4)∑D楼层m（×104）2～4A轴中柱C轴中柱B轴中柱A轴边柱C轴边柱B轴边柱首层A轴中柱C轴中柱B轴中柱A轴边柱C轴边柱B轴边柱ibK＝∑ib2ic（一般层）K＝∑ibic（首层）D＝α12KcH2(kN.m)ib上ib下ib上ib下α＝K2+K（一般层）α＝0.5+K2+K（首层）层柱砼砼弹性模量柱宽柱长柱高截面惯性矩号号强度bhH等级mmm11C3030.70.75.1520.0112C3030.70.75.1520.012~33C3030.70.73.520.012~34C3030.70.73.520.014~55C3030.50.53.55.214~56C3030.50.53.55.2167C3030.50.54.25.2168C3030.50.54.25.21表5框架柱线刚度计算表ECIb＝bh3/12KN/m2（106）m4（×1000）柱线刚度11.6611.6617.1517.154.464.463.723.72ib＝EcIb/lKN/m（×10-4）
