第四章框架内力组合调幅系数MlMrMoBMlMrMAB-62.46-87.1484.950.9-56.214-78.42692.430BC-44.2-44.2-34.430.9-39.780-39.780-30.010AB-66.81-70.7658.50.9-60.129-63.68465.379BC-19.82-19.82-120.9-17.838-17.838-10.018AB-63.45-70.8960.140.9-57.105-63.80166.857BC-22.44-22.44-14.620.9-20.196-20.196-12.376AB-57.79-70.0263.380.9-52.011-63.01869.771BC-27.95-27.95-20.130.9-25.155-25.155-17.335AB-6.68-6.856.920.9-6.012-6.1657.597BC-2.23-2.23-1.410.9-2.007-2.007-1.187AB-25.83-29.0427.170.9-23.247-26.13629.914BC-10.14-10.14-6.860.9-9.126-9.126-5.846AB-26.57-29.3826.650.9-23.913-26.44229.448BC-9.02-9.02-5.740.9-8.118-8.118-4.838AB-23.71-29.0128.250.9-21.339-26.10930.886BC-11.62-11.62-8.340.9-10.458-10.458-7.178AB-2.88-2.962.520.9-2.592-2.6642.812BC-0.7-0.7-0.370.9-0.630-0.630-0.300AB-12.56-14.5113.790.9-11.304-13.05915.144BC-5.13-5.13-3.480.9-4.617-4.617-2.967AB-13.3-14.4913.330.9-11.970-13.04114.720BC-4.49-4.49-2.840.9-4.041-4.041-2.391AB-11.85-14.5114.130.9-10.665-13.05915.448BC-5.28-5.28-2.340.9-4.752-4.752-1.812调幅后弯矩标准值弯矩条幅计算顶层荷载种类杆件跨向弯矩标准值四层三层二层恒载二层活载顶层顶层四层三层四层三层二层0.5（雪载+活载）54南京工业大学本科生毕业设计(论文)内力组合内力组合M-56.124-6.012-75.766-81.779V63.655.3483.85691.268跨中M94.437.597123.952135.078M-78.426-6.165-102.742-112.040V-70.4-5.93-92.782-100.970M-39.78-2.007-28.287-55.710V11.80.9115.43416.840跨中M-30.01-1.187-37.674-41.701M-39.78-2.007-50.546-55.710V-11.8-0.91-15.434-16.840M-60.129-23.247-104.701-104.421V53.6920.9793.78693.452跨中M65.37929.914120.334118.176M-63.684-26.136-113.011-112.109V-54.79-21.87-96.366-95.837M-17.838-9.126-34.182-33.207V9.653.6516.69016.678跨中M-10.018-5.846-20.206-19.370M-17.838-9.126-34.182-33.207V-9.65-3.65-16.690-16.678M-50.105-29.913-102.004-97.555V53.2121.0393.29492.864跨中M66.85729.448121.456119.705M-68.801-26.442-119.580-119.323V-55.27-21.81-96.858-96.425M-20.196-8.118-35.600-35.383V9.653.6516.69016.678跨中M-12.376-4.848-21.638-21.556M-20.196-8.118-35.600-35.3831.35恒+活横向框架梁...
