1、5484728418155594150.3253.283梁450x180x6x8120270.2492.517L450850x200x8x10902074401064013351337246641086820.3333.355Z250400x220x8x10624017767151203930.8050.0173.3332.5000.277柱400x200x6x10340062801334179570.8820.15530320.8251.000柱250x150x5x63200299033832410.9380.0720.9090.1140.049梁300x180x6x830254104451
2、62620.331 表中：面积和惯性矩的上下行分别指小头和大头的值三、荷载信息 1.工况数值 （1）. 屋面恒载标准值： 0.20 kN/m2 （2）. 屋面活载标准值： 0.30 kN/m2 （3）. 风载标准值： 0.60 kN/m2 （4）. 地震作用 无地震 （5）. 温度作用 2.荷载组合 （1） 1.20 恒载 + 1.40 活载工况1 （2） 1.20 恒载 + 1.40 风载工况2 （3） 1.20 恒载 + 1.40 风载工况3 （4） 1.20 恒载 + 1.40 x 0.90 活载工况1 + 1.40 x 0.90 风载工况2 （5） 1.20 恒载 + 1.40 x 0
3、.90 活载工况1 + 1.40 x 0.90 风载工况3 （6） 1.20 恒载 3.荷载简图第 0 工况荷载简图第 1 工况荷载简图第 2 工况荷载简图第 3 工况荷载简图四、内力计算结果 （一）. 内力 1.工况内力 （1）. 数值显示工况内力表工况号小节点N（kN）小节点Q2（kN）小节点M3（kN.m）大节点N（kN）大节点Q2（kN）大节点M3（kN.m）-38.214.50.0-25.8-97.5-16.8-24.5-98.8-15.6-6.644.8-6.9-14.115.6-7.415.3-12.834.6-232.3-66.41.815.9-71.0-11.1-33.0-2
4、16.7-12.4-13.7-6.1-13.98.526.48.3-15.125.7-127.0-55.7-14.510.3-54.059.73.0-27.0-69.52.7-21.33.616.0-1.3-0.421.4-50.99.029.8-52.5-1.2-4.3-14.0-6.7-5.5-4.8-19.6-17.213.6-29.216.4-110.1-19.0-27.7-111.7-17.7-7.751.4-8.0-15.918.1-9.717.8-14.637.4-258.6-71.62.118.6-12.6-35.5-240.4-16.0-8.1-16.29.930.39.6-
5、17.029.1-144.3-60.9-15.267.72.3-30.3-79.1-23.72.823.8-0.32.0-71.19.531.3-9.8-18.0-5.710.2-15.4-33.620.064.4-42.9-35.2261.840.861.2265.340.919.1-105.019.7-11.8-34.3-75.5483.4123.7-10.5-91.731.951.7393.525.047.6-10.0-46.3-9.5-36.3160.369.024.8-1.6-85.82.630.479.30.7-21.24.00.6-4.051.6-10.6-35.1-3.810.
6、119.81.914.117.433.4-19.237.7-27.5127.630.735.2128.67.9-70.1-27.444.5-26.7-53.5406.2121.63.732.133.271.2437.730.0-18.930.8-24.2-58.7-23.6-64.8340.1144.236.7-151.5-12.976.1193.6-13.062.2-16.1-62.95.26.38.8118.6-23.9-78.7-37.47.731.611.512.925.652.1-25.3各工况下支座反力表（单位：kN、kN.m）NxNyNzMxMyMz15.138.2-1.84.3
7、17.129.2-2.15.5-44.3-64.410.5-10.1-11.5-37.7-3.7 （2）. 图形表示第 0 工况轴力N图（单位：kN）第 0 工况剪力Q2图（单位：第 0 工况弯距M3图（单位：kN.m）第 1 工况轴力N图（单位：第 1 工况剪力Q2图（单位：第 1 工况弯距M3图（单位：第 2 工况轴力N图（单位：第 2 工况剪力Q2图（单位：第 2 工况弯距M3图（单位：第 3 工况轴力N图（单位：第 3 工况剪力Q2图（单位：第 3 工况弯距M3图（单位： 2.组合内力组合内力表组合号-86.740.5-71.8-271.2-46.7-68.2-274.9-43.4-1
8、8.7125.7-43.5-19.4-39.244.1-22.443.3-35.993.8-640.8-179.845.1-185.3-31.0-89.4-596.6-38.8-39.5-38.624.074.223.3-41.871.7-354.3-152.1-150.1166.46.8-74.8-194.25.8-58.852.6-1.959.0-160.724.179.6-162.6-42.1-21.88.6-45.0-67.844.444.3-42.659.2-31.9249.637.056.3252.938.518.8-93.319.340.3-30.6-25.4-29.741.9-
9、64.2398.193.6-109.388.131.432.8290.918.559.419.228.0-33.1-3.426.6-19.972.017.210.031.8-48.57.327.66.94.45.3-10.44.10.4-7.211.2-13.39.39.110.9-13.4-2.513.221.7-21.061.622.819.961.524.3-44.43.426.1-19.753.5-33.4289.990.67.464.085.160.1352.831.7-33.926.329.9-50.4-23.128.5-59.8323.8135.134.0-25.0137.0-1
10、40.4187.6-14.9-18.1-68.95.78.4-62.410.8105.0-22.6-74.4103.0-53.727.4-60.411.011.430.149.415.2-19.1-1.513.4-6.274.112.875.06.4-13.86.5-2.817.7-6.54.6-8.4-73.1-67.27.8-5.142.5-4.93.811.70.821.9-132.2-56.6-5.4-54.648.89.8-32.2-83.2-28.522.63.229.0-85.69.431.1-87.5-18.6-25.2-0.8-41.117.5-20.3-95.0-5.3-9
11、7.3-2.330.2-7.81.77.035.17.14.921.2-92.8-16.682.9-22.112.75.4-11.41.3-41.41.6-3.92.594.438.140.1-34.025.360.8-10.822.9-12.3-30.14.7-7.3-3.20.3-67.52.439.422.7-30.89.7-45.8-117.0-20.1-29.4-118.653.7-8.3-16.918.7-8.818.341.5-278.7-79.72.2-85.1-39.6-260.0-16.4-16.730.9-152.4-66.8-17.512.3-32.3-83.4-25.5-0.5-61.135.8-63.0-1.4-23.5-20.6各组合下支座反力设计值（单位：42.186.7-5.2-43.912.6-9.1
