附录2内力组合表附录2.1框架梁的内力组合表层次截面内力SGKSQKSEKSEK组合一组合二组合三组合四组合五组合六组合七组合八组合九组合十组合十一组合十二组合十三剪力调整左风右风左震右震一层AM-92.23-24.57(-24.74)43.80-27.30160.80-171.40-145.06-49.35-148.89-86.43-176.02-111.79-171.51-30.91-130.4562.65-261.2578.34-245.56144.04V94.1024.4(24.4)-10.406.50-38.3040.90147.0898.36122.02130.56151.85142.21156.4179.54103.2066.10153.6248.03135.55跨中M120.4835.52(35.64)2.65-1.659.50-10.10194.30148.29142.27192.67187.25199.68196.07124.19118.17133.73114.62112.9993.88B左M-110.84-31.03(-30.77)-38.5024.00-141.80151.20-176.44-186.91-99.41-220.61-141.86-212.38-159.88-164.74-77.24-251.8633.82-232.9252.75V99.6026.3(26.2)-10.406.50-38.3040.90156.34104.96128.62139.55160.85151.50165.6985.04108.7072.63160.1553.47140.99B右M-20.91-5.78(-5.36)21.10-13.2077.50-82.90-33.184.45-43.57-5.79-49.01-16.17-44.988.63-39.3954.33-102.0657.87-98.52121.80V23.905.8(4.7)-18.9011.50-69.4074.3036.802.2244.7812.1750.4822.0747.61-2.5640.00-49.91108.88-54.37104.41跨中M1.20-0.36(-1.08)-2.601.65-9.4510.150.94-2.203.75-2.293.07-0.922.65-2.443.51-8.6210.49-8.7210.39CM-0.17-0.255(-0.77)-26.3016.50-96.40103.20-0.56-37.0222.90-33.6620.26-22.5713.38-36.9922.93-93.80100.81-93.83100.78V3.700.1(1.1)-18.9011.50-69.4074.304.58-22.0220.54-19.2519.06-10.7814.75-22.7619.80-72.3586.44-73.0785.71二层AM-89.17-24.31(-24.99)31.50-19.70137.20-142.80-141.03-62.90-134.58-97.94-162.45-117.74-160.74-45.07-116.7542.28-230.7257.53-215.48110.30V93.8024.4(24.4)-7.604.70-32.9034.30146.72101.92119.14133.73149.23144.16154.4983.16100.3871.77146.0253.75128.00跨中M123.6036(35.28)1.55-1.007.10-7.35198.72150.49146.92195.63192.42203.44201.30125.77122.20134.04119.95112.8598.76B左M-109.57-30.77(-31.03)-28.4017.70-123.00128.10-174.56-171.24-106.70-206.03-147.95-201.92-163.20-149.33-84.79-232.4912.33-213.7331.09V99.9026.3(26.2)-7.604.70-32.9034.30156.70109.24126.46143.44158.94154.26164.5989.26106.4878.91153.1659.70133.95B右M-22.95-6.035(-5.19)15.20-9.5066.10-68.90-35.99...
