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+1.4②B7C7C7M-41.17-11.3350.78-50.78-65.27V62.3316.59-16.1216.1298.02跨中M51.8513.252.42-2.4280.77M-45.07-12.77-45.9545.95-71.96V-63.85-17.16-16.1216.12-100.65C7D7M-8.32-0.4315.89-15.89-10.58V13.783.60-13.2413.2421.58跨中M-0.051.740.000.002.37M-8.32-0.43-15.8915.89-10.59V-13.78-3.60-13.2413.24-21.58D7E7M-45.07-12.7745.95-45.95-71.96V63.8517.16-16.1216.12100.64跨中M51.8513.252.42-2.4280.77M-41.17-11.33-50.7850.78-65.27V-62.33-16.59-16.1216.12-98.02表9.2横梁内力组合(七层)7层D7左D7右E7左E7右F7左力组合1.35①+0.98②1.2×(①+0.5②)+1.3×③1.3×④-66.699.81-122.22100.4063.79105.7082.9873.3167.03-73.36-121.48-2.01-103.02-107.88-65.96-11.6510.42-30.9022.131.4935.911.630.980.98-11.66-30.9010.41-22.13-35.91-1.49-73.36-2.01-121.48103.0165.96107.8782.9873.3167.02-66.69-122.229.81-100.40-105.70-63.79
