襄樊学院土木工程建筑工程专业毕业设计 第22页

0.411.571.161.133.071.293.231.854.412.725.282.695.944.417.663.487.455.959.914.278.977.4512.154.689.028.9713.315.34.251.550.770.771.912.840.981.913.240.611.440.830.950.951.52.680.882.062.53.942.492.023.463.465.013.234.784.586.294.626.335.55.817.66.227.527.298.594.23.147.343.813.830.953.443.061.664.721.770.392.162.233.244.393.484.395.885.15.887.127.856.397.127.847.827.857.847.296.651.664.724.28.0111.039.569.198.9 襄樊学院土木工程建筑工程专业毕业设计 第23页

风荷载弯矩图（kN?m）

0.111.020.280.90.380.830.420.482.152.070.721.810.951.681.020.973.523.151.212.761.62.561.651.485.114.241.693.712.183.442.271.996.615.322.234.662.235.322.913.034.322.496.613.55.613.575.213.08.12.713.916.213.955.974.547.14

风荷载作用下剪力图（kN）

襄樊学院土木工程建筑工程专业毕业设计 第24页

1.020.560.940.90.810.830.432.052.073.381.812.81.681.453.154.527.452.766.052.563.18.034.2413.143.7110.53.445.3712.625.3220.644.6616.444.328.418.226.4129.745.6123.515.2111.977.1424.3739.86.2131.375.9715.92ABCD

风荷载作用下轴力图（kN）

襄樊学院土木工程建筑工程专业毕业设计 第25页

第六章内力组合

6.1梁内力组合

第七层内力组合

恒 荷 载 活 荷 载 风荷载 荷载类型 截面 M 1 2 3 4 5 6 7 8 9 10 荷载类型 截面 -5.31 -10.01 10.03 -15.04 -15.04 8.5 -12.96 -11.2 5.77 -6.7 ① V -18.59 20.57 -23.31 22.47 -21.41 19.91 -15.23 -3.93 3.0 -5.08 -2.03 -1.54 -1.06 -3.26 1.20 -2.77 ② M V 9.73 -10.31 0.25 -0.25 7.71 -7.41 ③ M 0.54 -0.8 -2.13 -4.54 2.13 -6.55 -5.44 0.35 -2.29 ⑥ M ±0.15 ±0.38 ±0.18 ±0.74 ±0.72 ±0.03 ±0.78 ±0.56 ±0.17 ±0.9 V ±0.11 ±0.28 ±0.28 ±0.38 ±0.38 ±0.43 ±0.43 V -0.67 0.67 9.52 -10.52 8.5 -6.62 内 力 组 合 恒载×1.2+活载×1.4 恒载×1.2+0.9×（风载×1.4+活载×1.4） ⑦ Mmax Mmin -6.73 -17.51 -25.65 -24.4 -24.72 -21.06 -11.92 ⑧ V -18.59 38.31 -42.41 40.29 -40.42 35.79 -28.65 Mmax - 16.04 12.92 8.65 Mmin -6.56 -17.44 -25.87 -24.68 -24.79 -20.84 -16.66 V -18.73 37.30 -41.32 39.44 -39.43 35.14 -28.15 1 2 3 4 5 6 7 8 9 10 16.24 13.18 8.06