类别边横梁中横梁层数1~23~61~23~6Ec3.00E+043.00E+043.00E+043.00E+04b350300250250h500500300300横梁线刚度 ibI0l3.6E+0957003.125E+0957005.625E+0824005.625E+082400EcI0/l1.919E+101.5E+107.031E+097.031E+09层次123~45~6Ec3.00E+043.00E+043.00E+043.00E+04b600600550500柱线刚度 ichIc6001.080E+106001.080E+105507.626E+095005.208E+09hc5050360036003600EcIc/hc6.416E+109.000E+106.355E+104.340E+10层次5~321K0.7580.5180.5610.4260.598②轴框架 柱侧移刚度D值边柱12αcDK0.27511044.01.0820.20612097.80.7390.21912885.20.7820.176144.80.5830.42312760.10.817中柱12αcD0.35114107.90.27015874.30.28116540.50.22618800.50.46814116.0各层柱端弯矩及剪层次654321ΣDij################################################Vi1086.711773.352338.452780.063103.193311.08hi3.603.603.603.603.605.05边柱Di111044.011044.012097.812885.2144.812760.1Vi131.2710851.0297466.5660880.07067.62406100.4193y0.3290.40.450.47150.60.6785边柱层次Kyny1y2543210.7580.7580.5180.5610.4260.5980.3290.40.450.450.550.7010000.02150000000-0.0225框架柱标准上下层梁线刚上层层高变下层层高变注：
yny1y2y3一次插值计算小数83对应值0.668中间值83.2410计算结果0.6663124大数84对应值0.661②轴框架
1.5 EcI0/l2.878E+102.467E+101.055E+101.055E+10边框架梁2 EcI0/l3.838E+103.2E+101.406E+101.406E+10中框架梁3.2E+104.340E+103.2E+104.340E+103.2E+106.355E+103.2E+106.355E+103.838E+109.000E+103.838E+106.416E+103.2E+101.406E+103.2E+104.340E+103.2E+101.406E+103.2E+104.340E+103.2E+101.406E+103.2E+106.355E+103.2E+101.406E+103.2E+106.355E+103.838E+101.406E+103.838E+109.000E+103.838E+101.406E+103.838E+106.416E+103.2E+104.340E+103.2E+104.340E+103.2E+106.355E+103.2E+106.355E+103.838E+109.000E+103.838E+106.416E+10ΣD301821.8335665.5353108.3401343.7322512.8矩及剪力计算（地震作用下）边柱中柱M柱上端37.0473.48107.84135.91193.59344.08M柱下端75.54110.22131.80152.34129.06163.04Di214107.914107.915874.316540.518800.514116.0Vi239.9465165.1867687.34559102.7854115.0558111.0904y0.35410.450.450.47150.55850.6275M柱上端50.92105.60141.50174.47231.33352.03M柱下端92.129.07172.94195.56182.87208.97中柱y3yKyny1y2y3y00000.050柱标准反弯点高度比梁线刚度变化 修正值层高变化 修正值层高变化 修正值0.3290.40.450.47150.60.67851.0821.0820.7390.7820.5830.8170.35410.450.450.450.50850.650000.02150000000-0.022500000.0500.35410.450.450.47150.55850.6275六层
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