层号杆件号截面内力荷载类别内力组合恒①活②地震左③地震右④1.2①+1.4②B6C6C6M-37.22-13.7395.97-95.97-63.89V44.1716.81-31.0331.0376.54跨中M28.9511.422.89-2.8950.72M-37.59-14.06-90.1990.19-64.79V-44.31-16.94-31.0331.03-76.89C6D6M-3.54-1.9631.20-31.20-6.99V9.714.50-26.0026.0017.95跨中M2.290.740.000.003.78M-3.54-1.96-31.2031.20-6.99V-9.71-4.50-26.0026.00-17.95D6E6M-37.59-14.0690.19-90.19-64.79V44.3116.94-31.0331.0376.89跨中M28.9511.42-2.892.8950.72M-37.22-13.73-95.9795.97-63.89V-44.17-16.81-31.0331.03-76.54表9.2横梁内力组合(六层)6层D6左D6右E6左E6右F6左力组合1.35①+0.98②1.2×(①+0.5②)+1.3×③1.3×④-63.7171.86-177.6776.1022.75103.4350.2745.3537.83-64.52-170.7963.71-76.42-103.68-23.00-6.6935.14-45.9817.52-19.4548.153.813.193.19-6.69-45.9835.14-17.52-48.1519.45-64.5263.71-170.7976.4223.00103.6850.2737.8345.35-63.71-177.6771.86-76.10-103.43-22.75
