框架梁内力组合表荷载类别层数位置内力活活-2.884.19-3.31-4.36-1.220.902.27-0.75-10.3716.58-12.68-17.51-4.924.509.85-2.31-9.9216.52-12.56-17.57-5.174.5010.12-3.18雪-2.723.76-3.03-3.94-1.060.821.94-0.63-10.3516.58-12.67-17.51-4.924.509.87-2.56-9.9216.52-12.56-17.57-5.174.5010.14-2.79左风→3.50-0.85-2.22-0.852.63-2.190.67010.57-3.10-7.09-3.108.43-7.031.74020.66-6.50-13.81-6.0516.40-13.703.430风右风←-3.500.852.220.85-2.632.19-0.670-10.573.107.093.10-8.437.03-1.740-20.666.5013.816.05-16.4013.70-3.430无震组合1.35SGK+1.2（1.0）SGK+1.0地震0.7××1.4γLSQK±0.61.4γ×1.4SWKLSQK左震→右震←不利有利25.73-25.73-31.20-32.20-18.08-7.377.3767.0662.45.92-16.2816.28-45.98-44.49-29.80-7.377.37-73.53-68.38-50.5919.34-19.34-23.57-23.80-14.36-16.1216.1216.4116.909.6.72-4.7242.0139.1028.91060.77-17.61-39.62-17.6147.05-39.1010.58092.09-27.18-62.83-27.1874.60-62.1714.6300-60.7717.6139.6217.61-47.0539.10-10.580-92.0927.1862.8327.18-74.6062.17-14.630-15.67-56.5193.20-65.79-97.19-22.1217.1149.28-13.47-51.42.49-.03-97.-24.5517.1163.34-16.51-14.32-.5994.22-71.14-98.25-29.3423.5050.47-13.19-68.3696.41-75.16-101.39-38.3329.10.53-16.36-11.06-25.45.40-33.57-56.68-5.733.5027.-8.30-13.5851.06-26.71-.68-0.65-2.1036.69-9.92有震组合1.2（1.0）SGK±1.0×1.4SW1C+0.71.2(SGK+0.5SQK)+1.3SEhK×1.4γLSQK不利-32.9561.25-44.34-67.02-24.7617.7538.53-14.01-66.1688.99-69.79-92.-32.0025.47.31-12.22-75.7693.11-77.61-97.40-45.3434.8862.20-15.02有利-16.1245.44-28.55-50.11-12.8.4328.53-11.06-19.5352.66-29.60-.94-1.01-0.4326.91-8.30-2.0147.42-18.98-51.298.53-9.7734.77-9.92不利-60.3167.79-60.97-73.51-45.6635.22.66-13.65-126.42101.24-106.55-104.-79.49.82.88-11.35-162.79113.07-135.19-117.59-117.4094.8172.58-13.81有利12.4337.05-10.50-41.728.57-9.4623.33-11.04.6734.1111.98-36.3948.36-41.4215.60-8.3088.7921.1943.37-24.4382.55-71.4120.55-9.92恒AB左3B右跨间AB左2B右跨间AB左1B右跨间MVMVMVMABMBCMVMVMVMABMBCMVMVMVMABMBC-21.0246.63-31.66-51.30-16.5711.5029.47-11.06-34.3357.00-39.53-59.28-12.819.4129.35-8.30-30.9356.52-38.31-59.76-14.439.4139.57-9.92
