横梁内力组合表2

横梁内力组合 控制截面 恒载活载吊车荷载风载内力值 Dmax 左 Dmax 右 Tmax 左 Tmax 右 左风 右风+Mmax -MmaxNmax1 2 3 4 5 6 7 8 1+(2+4+6+8)×0.851+(2+4+6+7)×0.85AB 跨F 截面弯矩 M -76.19 -59.1323.33-18.9416.34-16.34 51.39 -63.13-210.10-112.76剪力 V36.11 28.02-1.51.19-1.031.03 -4.464.7365.8358.02轴力 N -11.23 -8.722.68-2.141.85-1.85 -12.33.99-18.64-32.49 1+2+3+5 1+(2+4+6+7)×0.85G 截面左弯矩 M 73.95 57.3910.16-8.177.04-7.04 11.13 -20.43148.54 119.26剪力 V-2.86 -2.22-1.51.19-1.031.03 -4.464.73-7.61 -6.65轴力 N-7.98-6.22.68-2.141.85-1.85 -12.33.99-9.65 -27.10 1+2+3+5 1+(2+4+6+7)×0.85G 截面右弯矩 M 73.95 57.3910.16-8.177.04-7.04 11.13 -20.43148.54 119.26剪力 V-1.5 -1.16-1.921.53-1.321.32 -2.364-5.90 -2.07轴力 N-8.35 -6.482.39-1.921.65-1.65 -12.864.71-10.79 -27.82 1+(2+3+5+7)×0.851+(2+4+6+7)×0.85H 截面左弯矩 M -115.6 -89.67-7.165.66-4.894.89 -10.19 15.74-210.6735-191.46剪力 V -40.47 -31.4-1.921.53-1.321.32 -2.364-71.92-66.74轴力 N -11.59-92.39-1.921.65-1.65 -12.864.71-26.737-33.21 1+2+3+51+(2+4+6+7)×0.85 弯矩 M -35.18 -27.9-2.832.21-1.91.9 -4.866.7-67.81-59.5310 节点剪力 V -30.73 -23.84-1.921.53-1.321.32 -2.364-57.81-50.58 轴力 N -10.78 -8.372.39-1.921.65-1.65 -12.864.71-15.11-31.86 1+(2+4+6+8)×0.851+(2+4+6+7)×0.85BC 跨H 截面右弯矩 M -115.6 -89.67-7.165.66-4.894.89 -10.19 15.74-210.67-191.4635剪力 V -40.4729.30.53-0.420.36-0.360.75 -1.16-14.17-15.5905BC 跨轴力 N -11.59 -3.942.6-2.081.79-1.79 -12.64.28-21.92-28.9385 1+(2+4+6+8)×0.85I 截面弯矩 M00000000 0.00剪力 V-20.7 -16.060.53-0.420.36-0.360.75 -1.16 -19.95轴力 N9.95 -7.722.6-2.081.79-1.7912.64.28 22.55 1+(2+3+5+7)×0.851+(2+4+6+7)×0.85 弯矩 M -14.43 -9.64-2.374.25-3.663.66 -7.6511.8-34.25-22.4011 节点剪力 V23.14 17.960.53-0.420.36-0.360.75 -1.1639.8038.38 轴力 N-6.29 -4.882.6-2.081.79-1.79 -12.64.28-17.42-24.44 1+2+3+61+(2+4+6+7)×0.85CD 跨P 截面弯矩 M 128.87 10014.1-10.45...