附表1附表1.1框架梁内力组合表层数构件截面内力梁内力计算内力组合调整值SGkSQkSWk左SWk右SEk左SEk右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十三四层AB左M-56.78-17.68(-4.85)3.90-3.9028.30-27.70-92.89-62.68-73.60-90.70-97.26-85.50-95.33-51.32-62.24-25.69-80.29-16.81-71.4188.58V67.5021.79(4.2)-1.001.00-7.507.40111.5179.6082.40111.64113.32107.20109.7266.1068.9062.7079.1750.8767.34中M87.0028.56(4.32)0.25-0.251.95-1.80144.38104.75104.05145.65145.23140.70140.0787.3586.6582.1578.4968.7765.12右M-68.94-22.19(-4.93)-3.403.40-24.4024.10-113.78-87.48-77.96-117.66-111.95-114.96-106.39-73.70-64.18-88.05-40.76-77.34-30.05V71.60-22.76(4.2)-1.001.00-7.507.4054.0684.5287.3273.5275.2055.9858.5070.2073.0066.8983.3554.3670.82BC左M-21.76-7.57(-0.85)2.50-2.5017.50-17.50-36.70-22.61-29.61-34.69-38.89-32.49-38.79-18.26-25.26-2.90-37.030.42-33.7041.04V18.104.43(1.2)-1.501.50-10.5010.4027.9219.6223.8227.5230.0425.4129.1916.0020.207.4730.574.2927.39中M0.000(0.24)0.10-0.100.70-0.700.000.14-0.140.08-0.080.13-0.130.14-0.140.79-0.570.77-0.59右M-36.98-10.88(-1.28)-2.302.30-16.1016.10-59.60-47.59-41.15-62.51-58.65-60.98-55.18-40.20-33.76-49.55-18.15-43.91-12.51V29.20-9.07(1.5)-1.501.50-10.5010.4022.3432.9437.1429.2731.7921.7225.5027.1031.3018.9542.0413.8636.95CD左M-94.44-29.41(-6.97)4.50-4.5031.50-31.90-154.50-107.02-119.62-152.53-160.09-144.71-156.05-88.14-100.74-57.42-119.23-42.73-104.54113.81V94.6028.79(5.4)-1.101.10-8.208.40153.83111.98115.06155.00156.85148.41151.1893.0696.1490.19108.5373.6491.99中M147.0045.36(6.72)-0.350.30-2.402.55239.90175.91176.82242.61243.15233.11233.93146.51147.42132.98137.81110.43115.26右M-68.51-21.51(-6.46)-5.205.10-36.3037.00-112.32-89.49-75.07-117.93-109.28-115.86-102.88-75.79-61.37-99.96-28.49-89.20-17.73V87.10-26.55(5.2)-1.101.10-8.208.4067.35102.98106.0690.6492.4969.6872.4585.5688.6482.43100.7867.1885.53注：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：调整值为强柱弱梁...
