1、 框架梁内力组合表(抗震)层次梁号截面位置内力重力荷载代表值(1)水平地震作用Mmax及相应的V左Mmin及相应的V右Mmin及相应的V左(2)右(3)组合项目组合值组合项目组合值组合项目组合值6层AB梁左M-58.5326.05-26.051.2+1.3-78.081.0+1.3-69.30V72.5012.9272.61中M44.055.96-5.961.2+1.360.61V右M-61.41-14.1314.131.0+1.3-32.281.2+1.3-69.05V73.500.0762.53BC梁左M-29.9427.43-27.431.2+1.3-53.691.0+1.34.29V2
2、5.8034.1850.98中M-10.510.000.001.2+1.3-12.61V右M-29.57-27.4327.431.0+1.34.571.2+1.3-60.47V25.56-37.99-10.573层AB梁左M-84.34100.03-100.031.2+1.3-173.441.0+1.334.27V97.6047.67123.48中M61.3618.73-18.731.2+1.397.98V右M-87.26-62.5862.581.0+1.3-4.431.2+1.3-158.16V-98.6047.67-43.29-54.28-129.95BC梁左M-34.12121.48-1
3、21.481.2+1.3-149.151.0+1.392.85V41.95141.97156.33中M-2.670.000.001.2+1.3-3.20V右M-34.13-121.48121.481.0+1.392.851.2+1.3-169.05V-41.95-153.65-166.261层AB梁左M-79.95168.65-168.651.2+1.3-236.391.0+1.3104.47V96.9974.47145.74中M64.0036.88-36.881.2+1.3124.74V右M-85.75-94.3094.301.0+1.327.631.2+1.3-191.67V-99.1374.47-20.96-83.53-155.26BC梁左M-38.74183.04-183.041.2+1.3-213.331.0+1.3149.41V41.95212.81216.55中M-6.210.000.001.2+1.3-7.45V右M-38.74-183.04183.041.0+1.3149.411.2+1.3-241.77V-41.95-229.46-230.70 l vbnMML l vbnMML
