1、表9.2 横梁内力组合(七层)层号杆件号截面内力荷载类别恒活地震左 地震右7层B7C7C7M-41.17-11.3350.78-50.78V62.3316.59-16.1216.12跨中M51.8513.252.42-2.42D7左M-45.07-12.77-45.9545.95V-63.85-17.16-16.1216.12C7D7D7右M-8.32-0.4315.89-15.89V13.783.60-13.2413.24跨中M-0.051.740.000.00E7左M-8.32-0.43-15.8915.89V-13.78-3.60-13.2413.24D7E7E7右M-45.07-12.
2、7745.95-45.95V63.8517.16-16.1216.12跨中M51.8513.252.42-2.42F7左M-41.17-11.33-50.7850.78V-62.33-16.59-16.1216.12内力组合1.2+1.4 1.35+0.981.2(+0.5)+1.31.3-65.27-66.699.81-122.2298.02100.4063.79105.7080.7782.9873.3167.03-71.96-73.36-121.48-2.01-100.65-103.02-107.88-65.96-10.58-11.6510.42-30.9021.5822.131.4935.912.371.630.980.98-10.59-11.66-30.9010.41-21.58-22.13-35.91-1.49-71.96-73.36-2.01-121.48100.64103.0165.96107.8780.7782.9873.3167.02-65.27-66.69-122.229.81-98.02-100.40-105.70-63.79
