1、表9.2 横梁内力组合(六层)层号杆件号截面内力荷载类别恒活地震左 地震右6层B6C6C6M-37.22-13.7395.97-95.97V44.1716.81-31.0331.03跨中M28.9511.422.89-2.89D6左M-37.59-14.06-90.1990.19V-44.31-16.94-31.0331.03C6D6D6右M-3.54-1.9631.20-31.20V9.714.50-26.0026.00跨中M2.290.740.000.00E6左M-3.54-1.96-31.2031.20V-9.71-4.50-26.0026.00D6E6E6右M-37.59-14.069
2、0.19-90.19V44.3116.94-31.0331.03跨中M28.9511.42-2.892.89F6左M-37.22-13.73-95.9795.97V-44.17-16.81-31.0331.03内力组合1.2+1.4 1.35+0.981.2(+0.5)+1.31.3-63.89-63.7171.86-177.6776.5476.1022.75103.4350.7250.2745.3537.83-64.79-64.52-170.7963.71-76.89-76.42-103.68-23.00-6.99-6.6935.14-45.9817.9517.52-19.4548.153.783.813.193.19-6.99-6.69-45.9835.14-17.95-17.52-48.1519.45-64.79-64.5263.71-170.7976.8976.4223.00103.6850.7250.2737.8345.35-63.89-63.71-177.6771.86-76.54-76.10-103.43-22.75
