垃圾收集亭计算书

PAGE11设计依据《建筑结构荷载规范》（GB50009-2012）《建筑抗震设计规范》（GB50011-2010）（2016年版）《钢结构设计标准》（GB50017-2017）《建筑地基基础设计规范》（GB50007-2011）《钢结构焊接规范》（GB50661-2011）《钢结构高强度螺栓连接技术规程》（JGJ82-2011）2计算简图计算简图(圆表示支座，数字为节点号)节点编号图单元编号图3荷载与组合结构重要性系数：1.003.1荷载工况荷载工况汇总表工况号荷载类型荷载说明0恒1活2风3风3.2节点荷载3.3单元荷载1)工况号:0*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值(基本风压)kN/m21恒载双向杆件--2.00面荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）2)工况号:1*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值(基本风压)kN/m21活载双向杆件--0.50面荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）3)工况号:2*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值(基本风压)kN/m21风载双向杆件0.600.50面荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）4)工况号:3*输入的面荷载:序号荷载类型导荷方式体型系数面荷载值(基本风压)kN/m21风载双向杆件-2.000.50面荷载分布图:面荷载序号1分布图（红线表示荷载分配到的单元）3.4面荷载3.5其它荷载(1).风总信息基本风压：0.50(kN/m2)地面粗糙度：B风压高度变化修正系数η：1.00风荷载计算用阻尼比：0.02风荷载参数高度(m)μz（修正前）ημzβz1.671.001.001.001.302.821.001.001.001.492.951.001.001.001.51(2).地震作用无地震。(3).温度作用计算温差1：-15.0度计算温差2：15.0度3.6荷载组合(1)1.30恒载+1.50活载工况1(2)1.30恒载+1.50风载工况2(3)1.30恒载+1.50风载工况3(4)1.30恒载+1.50温度荷载(5)1.30恒载+1.50温度荷载(6)1.30恒载+1.50活载工况1+1.50x0.60风载工况2(7)1.30恒载+1.50活载工况1+1.50x0.60风载工况3(8)1.30恒载+1.50x0.70活载工况1+1.50风载工况2(9)1.30恒载+1.50x0.70活载工况1+1.50风载工况3(10)1.30恒载+1.50活载工况1+1.50x0.60温度荷载(11)1.30恒载+1.50活载工况1+1.50x0.60温度荷载(12)1.30恒载+1.50x0.70活载工况1+1.50温度荷载(13)1.30恒载+1.50x0.70活载工况1+1.50温度荷载(14)1.30恒载+1.50风载工况2+1.50x0.60温度荷载(15)1.30恒载+1.50风载工况2+1.50x0.60温度荷载(16)1.30恒载+1.50风载工况3+1.50x0.60温度荷载(17)1.30恒载+1.50风载工况3+1.50x0.60温度荷载(18)1.30恒载+1.50x0.60风载工况2+1.50温度荷载(19)1.30恒载+1.50x0.60风载工况2+1.50温度荷载(20)1.30恒载+1.50x0.60风载工况3+1.50温度荷载(21)1.30恒载+1.50x0.60风载工况3+1.50温度荷载(22)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2(23)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况3(24)1.30恒载+1.50活载工况1+1.50x0.60风载工况2+1.50x0.60温度荷载(25)1.30恒载+1.50活载工况1+1.50x0.60风载工况2+1.50x0.60温度荷载(26)1.30恒载+1.50活载工况1+1.50x0.60风载工况3+1.50x0.60温度荷载(27)1.30恒载+1.50活载工况1+1.50x0.60风载工况3+1.50x0.60温度荷载(28)1.30恒载+1.50x0.70活载工况1+1.50风载工况2+1.50x0.60温度荷载(29)1.30恒载+1.50x0.70活载工况1+1.50风载工况2+1.50x0.60温度荷载(30)1.30恒载+1.50x0.70活载工况1+1.50风载工况3+1.50x0.60温度荷载(31)1.30恒载+1.50x0.70活载工况1+1.50风载工况3+1.50x0.60温度荷载(32)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2+1.50x0.60温度荷载(33)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2+1.50x0.60温度荷载(34)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况3+1.50x0.60温度荷载(35)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况3+1.50x0.60温度荷载(36)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2+1.50温度荷载(37)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2+1.50温度荷载(38)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况3+1.50温度荷载(39)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况3+1.50温度荷载(40)1.00恒载+1.50风载工况2(41)1.00恒载+1.50风载工况3(42)1.35恒载+1.40x0.70活载工况1+1.40x0.60风载工况2(43)1.35恒载+1.40x0.70活载工况1+1.40x0.60风载工况3(44)1.35恒载+1.40x0.70活载工况1(45)1.35恒载+1.40x0.60风载工况2(46)1.35恒载+1.40x0.60风载工况34内力位移计算结果4.1内力4.1.1工况内力各工况下支座反力表(单位：kN、kN.m)工况号情况号节点号N1N2N3M1M2M3131-0.2-0.113.50.0-0.1-0.10132-1.10.18.2-0.0-1.1-0.11330.2-0.113.40.00.20.11341.10.18.2-0.01.10.11310.0-0.00.9-0.00.0-0.01132-0.20.00.8-0.0-0.2-0.0133-0.0-0.00.80.0-0.00.01340.20.00.8-0.00.20.0131-0.7-0.62.30.6-1.00.02132-0.8-0.6-0.20.6-1.1-0.0133-0.7-0.51.80.6-1.0-0.1134-0.5-0.6-0.20.6-0.80.11312.31.8-7.2-1.93.2-0.131322.41.90.6-2.03.40.11332.31.7-5.4-1.83.10.31341.51.70.7-1.82.4-0.21311.43.30.0-1.91.5-0.11320.3-3.3-0.01.90.6-0.1133-1.43.30.0-1.9-1.50.1温度134-0.3-3.3-0.01.9-0.60.1231-1.4-3.3-0.01.9-1.50.1232-0.33.30.0-1.9-0.60.12331.4-3.3-0.01.91.5-0.12340.33.30.0-1.90.6-0.14.1.2组合内力各组合下支座反力设计值(单位：kN、kN.m)组合号节点号N1N2N3M1M2M331-0.2-0.218.80.1-0.2-0.1132-1.80.211.9-0.0-1.7-0.2330.2-0.218.70.10.20.1341.80.212.0-0.01.80.231-1.3-1.021.01.0-1.7-0.0232-2.6-0.710.40.9-3.0-0.133-0.9-0.920.10.9-1.3-0.0340.7-0.710.30.90.30.2313.22.56.8-2.84.5-0.33322.12.911.5-3.03.7-0.0333.62.39.3-2.64.90.5343.62.811.8-2.85.0-0.2311.94.817.5-2.82.1-0.2432-0.9-4.810.62.9-0.5-0.233-1.94.817.4-2.8-2.10.2340.9-4.810.72.90.50.231-2.3-5.117.53.0-2.5-0.0532-2.05.110.6-2.9-2.3-0.0332.3-5.117.43.02.50.0341.95.110.7-2.92.40.031-0.8-0.720.90.6-1.1-0.1632-2.5-0.411.70.5-2.7-0.233-0.5-0.620.30.6-0.70.1341.4-0.411.70.51.10.2311.91.412.3-1.72.7-0.37320.31.812.4-1.81.3-0.1332.21.313.8-1.63.00.4343.11.712.6-1.73.9-0.031-1.3-1.021.91.0-1.7-0.1832-2.8-0.711.20.9-3.3-0.233-0.9-0.920.90.9-1.30.0341.0-0.711.20.90.50.2313.22.57.7-2.84.6-0.39321.92.912.3-3.03.5-0.1333.62.310.1-2.64.90.5343.92.812.7-2.85.3-0.2311.12.818.8-1.71.2-0.21032-1.5-2.811.91.7-1.2-0.233-1.12.818.7-1.7-1.20.2341.5-2.812.01.71.20.231-1.4-3.118.81.8-1.6-0.11132-2.13.111.9-1.8-2.3-0.1331.4-3.118.71.81.60.1342.13.112.0-1.82.30.1311.94.818.4-2.82.1-0.21232-1.2-4.811.52.9-0.7-0.333-1.94.818.3-2.8-2.10.2341.2-4.811.62.90.70.331-2.3-5.118.43.0-2.5-0.01332-2.25.111.5-2.9-2.6-0.0332.3-5.118.33.02.50.0342.25.111.6-2.92.60.031-0.12.021.0-0.7-0.3-0.11432-2.3-3.710.42.6-2.5-0.233-2.12.020.1-0.8-2.70.0340.4-3.710.32.6-0.30.331-2.6-4.021.02.7-3.10.01532-2.92.210.4-0.8-3.6-0.1330.4-3.920.02.70.1-0.1341.02.310.3-0.90.80.2314.55.56.8-4.65.9-0.416322.4-0.111.5-1.24.2-0.1332.45.39.3-4.43.50.6343.3-0.211.8-1.04.5-0.1312.0-0.56.8-1.13.2-0.317321.85.911.5-4.73.10.0334.9-0.79.3-0.96.30.4343.95.711.8-4.55.6-0.3311.24.319.6-2.31.2-0.21832-1.6-5.410.53.4-1.5-0.333-2.54.419.0-2.3-3.00.1340.5-5.310.53.4-0.20.331-3.0-5.619.63.5-3.40.01932-2.64.610.5-2.4-3.3-0.0331.7-5.619.03.51.6-0.1341.54.610.5-2.41.70.1313.96.411.1-4.65.0-0.320321.2-3.211.11.12.6-0.2330.26.312.5-4.50.70.4342.2-3.311.41.22.70.031-0.2-3.511.11.20.3-0.121320.26.811.1-4.70.70.0334.3-3.612.51.35.40.2343.36.711.4-4.64.5-0.231-0.8-0.720.50.6-1.1-0.12232-2.4-0.411.30.5-2.6-0.233-0.4-0.619.90.6-0.70.1341.3-0.411.40.51.00.2311.91.412.0-1.72.7-0.323320.41.812.0-1.81.4-0.1332.21.313.4-1.63.00.4343.01.712.2-1.73.8-0.0310.42.320.9-1.10.3-0.22432-2.2-3.411.72.3-2.2-0.233-1.72.420.3-1.2-2.10.1341.0-3.311.72.20.50.331-2.1-3.720.92.4-2.5-0.02532-2.82.611.7-1.2-3.3-0.1330.8-3.620.22.30.70.0341.72.611.7-1.21.60.1313.14.412.4-3.44.1-0.326320.7-1.212.4-0.11.9-0.2331.04.313.8-3.31.60.4342.8-1.312.60.13.40.0310.6-1.512.30.11.3-0.227320.04.812.4-3.50.8-0.0333.5-1.713.80.24.40.3343.44.712.6-3.44.5-0.131-0.02.021.9-0.7-0.3-0.12832-2.5-3.711.22.6-2.7-0.233-2.12.020.9-0.8-2.70.1340.7-3.711.22.6-0.00.331-2.5-4.021.92.7-3.10.02932-3.12.311.2-0.8-3.8-0.1330.4-3.920.92.70.1-0.1341.32.311.2-0.91.10.2314.55.57.7-4.65.9-0.430322.2-0.012.3-1.24.0-0.1332.35.310.1-4.43.50.6343.6-0.212.7-1.04.7-0.1312.0-0.57.7-1.13.2-0.331321.65.912.4-4.72.90.0334.8-0.710.1-0.96.30.5344.25.712.7-4.55.8-0.2310.42.320.5-1.10.3-0.23232-2.1-3.411.32.3-2.1-0.233-1.72.419.9-1.2-2.10.1340.9-3.311.42.20.40.331-2.1-3.720.52.4-2.5-0.03332-2.72.611.4-1.2-3.2-0.1330.8-3.619.92.30.7-0.0341.62.611.4-1.21.50.1313.14.412.0-3.44.1-0.334320.8-1.212.0-0.12.0-0.2331.04.313.4-3.31.60.4342.7-1.312.20.13.30.0310.6-1.512.00.11.3-0.235320.14.812.0-3.50.9-0.0333.5-1.713.40.24.40.3343.34.712.2-3.44.4-0.1311.24.320.5-2.31.2-0.23632-1.8-5.411.33.4-1.7-0.333-2.54.419.9-2.3-3.00.2340.7-5.311.43.40.10.331-2.9-5.620.53.5-3.40.03732-2.94.611.4-2.4-3.5-0.0331.6-5.619.93.51.6-0.1341.84.611.4-2.41.90.1313.96.412.0-4.65.0-0.438321.0-3.212.01.12.3-0.2330.26.313.4-4.50.70.5342.5-3.312.21.22.90.131-0.2-3.512.01.20.3-0.23932-0.16.812.0-4.70.50.0334.3-3.613.41.35.40.3343.56.712.2-4.64.7-0.231-1.3-1.016.91.0-1.7-0.04032-2.2-0.87.90.9-2.7-0.133-0.9-0.916.00.9-1.3-0.0340.4-0.77.90.9-0.00.2313.32.52.7-2.94.6-0.341322.42.99.0-3.04.0-0.0333.62.45.2-2.74.90.5343.32.79.3-2.84.7-0.231-0.8-0.621.00.6-1.0-0.14232-2.4-0.311.70.5-2.6-0.233-0.4-0.620.40.5-0.60.1341.3-0.311.70.51.10.2311.71.313.0-1.62.5-0.343320.31.712.3-1.71.2-0.1332.11.214.3-1.52.90.4342.91.612.6-1.63.7-0.031-0.2-0.219.00.1-0.2-0.14432-1.70.211.9-0.0-1.7-0.1330.2-0.218.90.10.20.1341.70.211.9-0.01.70.131-0.8-0.620.10.6-1.0-0.14532-2.1-0.310.90.5-2.4-0.133-0.4-0.619.60.5-0.60.0341.1-0.310.90.50.80.2311.71.312.2-1.62.5-0.246320.51.711.5-1.71.4-0.1332.11.213.5-1.52.90.3342.71.611.7-1.63.5-0.04.1.3最不利内力各效应组合下最大支座反力设计值(单位：kN、kN.m)节点号控制组合号组合序号N1N2N3M1M2M3N1最大3014.55.57.7-4.65.9-0.4N2最大2013.96.411.1-4.65.0-0.3N3最大281-0.02.021.9-0.7-0.3-0.1M1最大191-3.0-5.619.63.5-3.40.0M2最大3014.55.57.7-4.65.9-0.4M3最大191-3.0-5.619.63.5-3.40.031合力最大291-2.5-4.021.92.7-3.10.0N1最小191-3.0-5.619.63.5-3.40.0N2最小371-2.9-5.620.53.5-3.40.0N3最小4113.32.52.7-2.94.6-0.3M1最小3014.55.57.7-4.65.9-0.4M2最小191-3.0-5.619.63.5-3.40.0M3最小3014.55.57.7-4.65.9-0.4N1最大4112.42.99.0-3.04.0-0.0N2最大391-0.16.812.0-4.70.50.0N3最大2710.04.812.4-3.50.8-0.0M1最大181-1.6-5.410.53.4-1.5-0.3M2最大1612.4-0.111.5-1.24.2-0.1M3最大2110.26.811.1-4.70.70.032合力最大391-0.16.812.0-4.70.50.0N1最小291-3.12.311.2-0.8-3.8-0.1N2最小181-1.6-5.410.53.4-1.5-0.3N3最小401-2.2-0.87.90.9-2.7-0.1M1最小3111.65.912.4-4.72.90.0M2最小291-3.12.311.2-0.8-3.8-0.1M3最小361-1.8-5.411.33.4-1.7-0.3N1最大1714.9-0.79.3-0.96.30.4N2最大2010.26.312.5-4.50.70.4N3最大281-2.12.020.9-0.8-2.70.1M1最大3711.6-5.619.93.51.6-0.1M2最大1714.9-0.79.3-0.96.30.4M3最大3012.35.310.1-4.43.50.633合力最大2910.4-3.920.92.70.1-0.1N1最小361-2.54.419.9-2.3-3.00.2N2最小3711.6-5.619.93.51.6-0.1N3最小4113.62.45.2-2.74.90.5M1最小2010.26.312.5-4.50.70.4M2最小361-2.54.419.9-2.3-3.00.2M3最小1510.4-3.920.02.70.1-0.1N1最大3114.25.712.7-4.55.8-0.2N2最大3913.56.712.2-4.64.7-0.2N3最大3114.25.712.7-4.55.8-0.2M1最大1810.5-5.310.53.4-0.20.3M2最大3114.25.712.7-4.55.8-0.2M3最大3610.7-5.311.43.40.10.334合力最大3114.25.712.7-4.55.8-0.2N1最小4010.4-0.77.90.9-0.00.2N2最小1810.5-5.310.53.4-0.20.3N3最小4010.4-0.77.90.9-0.00.2M1最小3913.56.712.2-4.64.7-0.2M2最小1410.4-3.710.32.6-0.30.3M3最小1713.95.711.8-4.55.6-0.3各效应组合下最大支座反力标准值(单位：kN、kN.m)节点号控制组合号组合序号N1N2N3M1M2M3N1最大3013.03.66.9-3.03.9-0.3N2最大2012.64.39.2-3.03.3-0.2N3最大281-0.01.316.4-0.5-0.2-0.1M1最大191-2.0-3.814.92.3-2.30.0M2最大3013.03.66.9-3.03.9-0.3M3最大191-2.0-3.814.92.3-2.30.031合力最大291-1.7-2.716.41.8-2.1-0.0N1最小191-2.0-3.814.92.3-2.30.0N2最小371-2.0-3.815.52.3-2.30.0N3最小1711.3-0.36.3-0.72.1-0.2M1最小3013.03.66.9-3.03.9-0.3M2最小191-2.0-3.814.92.3-2.30.0M3最小3013.03.66.9-3.03.9-0.3N1最大1611.5-0.08.7-0.82.7-0.1N2最大391-0.24.69.1-3.10.20.0N3最大271-0.13.29.3-2.40.4-0.0M1最大181-1.2-3.68.12.3-1.1-0.2M2最大1611.5-0.08.7-0.82.7-0.1M3最大211-0.04.68.5-3.10.30.032合力最大391-0.24.69.1-3.10.20.0N1最小291-2.21.58.6-0.6-2.7-0.1N2最小181-1.2-3.68.12.3-1.1-0.2N3最小141-1.7-2.58.01.8-1.8-0.2M1最小3110.94.09.3-3.11.8-0.0M2最小291-2.21.58.6-0.6-2.7-0.1M3最小361-1.4-3.68.72.3-1.3-0.2N1最大1713.3-0.58.0-0.64.20.3N2最大2010.14.210.1-3.00.50.3N3最大281-1.41.315.7-0.5-1.80.1M1最大3711.1-3.815.02.31.1-0.0M2最大1713.3-0.58.0-0.64.20.3M3最大3011.63.58.5-2.92.40.433合力最大2910.3-2.615.71.80.1-0.0N1最小361-1.72.915.0-1.5-2.00.1N2最小3711.1-3.815.02.31.1-0.0N3最小1713.3-0.58.0-0.64.20.3M1最小2010.14.210.1-3.00.50.3M2最小361-1.72.915.0-1.5-2.00.1M3最小1510.3-2.615.21.80.1-0.0N1最大3112.93.89.6-3.04.0-0.1N2最大3912.54.59.3-3.03.3-0.1N3最大3112.93.89.6-3.04.0-0.1M1最大1810.5-3.58.12.30.00.2M2最大3112.93.89.6-3.04.0-0.1M3最大3610.6-3.58.72.30.20.234合力最大3112.93.89.6-3.04.0-0.1N1最小1410.4-2.48.01.7-0.00.2N2最小1810.5-3.58.12.30.00.2N3最小1410.4-2.48.01.7-0.00.2M1最小3912.54.59.3-3.03.3-0.1M2最小1410.4-2.48.01.7-0.00.2M3最小1712.83.89.0-3.03.9-0.24.1.4内力包络及统计按轴力N最大显示构件颜色(kN)轴力N最大的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M31273610.00012.40.70.10.00.1-0.72283610.00012.4-0.8-0.10.00.1-0.63263610.00012.42.20.30.0-0.21.54253710.0008.3-1.1-0.20.00.1-0.85233710.0008.33.00.40.0-0.32.16243710.0008.31.00.10.00.1-0.97221810.0006.30.4-0.4-0.10.2-0.38211810.0006.30.40.20.1-0.1-0.39193710.0003.30.80.1-0.0-0.1-0.010203710.0003.20.8-0.50.00.2-0.0按轴力N最小显示构件颜色(kN)轴力N最小的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M31342810.000-21.9-0.02.0-0.1-0.7-0.32422810.000-20.9-2.12.00.1-0.8-2.73352810.000-20.00.4-1.80.11.6-0.2412810.000-19.1-2.3-1.8-0.21.5-0.95362810.000-16.2-10.1-1.3-0.3-0.3-2.7622810.000-15.58.8-1.30.2-0.32.87142810.000-14.6-3.80.10.20.0-2.38302810.000-14.56.60.0-0.10.15.29332810.000-14.56.5-0.0-0.10.14.710132810.000-14.51.40.1-0.0-0.0-2.4按弯矩M2最大显示构件颜色(kN.m)弯矩M2最大的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M31341910.000-19.6-3.0-5.60.03.5-3.42423710.000-19.91.6-5.6-0.13.51.63391810.000-10.5-1.6-5.4-0.33.4-1.54121810.000-10.50.5-5.30.33.4-0.25401611.400-6.31.03.50.02.2-0.06161611.400-6.81.63.3-0.02.0-1.47351810.000-18.01.6-2.00.11.90.3811810.000-17.4-2.7-1.9-0.11.9-0.99363110.350-4.4-1.01.70.41.7-0.010251711.5001.6-2.82.4-0.01.61.5按弯矩M2最小显示构件颜色(kN.m)弯矩M2最小的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M31393110.000-12.41.65.90.0-4.72.92343010.000-7.74.55.5-0.4-4.65.93123910.000-12.23.56.7-0.2-4.64.74422010.000-12.50.26.30.4-4.50.75401610.000-8.32.03.50.0-2.82.06353110.000-8.51.23.5-0.6-2.71.47161610.000-8.72.63.3-0.0-2.61.5813110.000-10.84.73.30.7-2.52.09243010.7500.10.30.0-0.0-1.1-1.21093011.400-0.60.6-1.5-0.1-1.1-0.8按弯矩M3最大显示构件颜色(kN.m)弯矩M3最大的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M31421710.000-9.34.9-0.70.4-0.96.32343010.000-7.74.55.5-0.4-4.65.93382810.300-9.4-14.8-0.8-0.1-0.95.94123110.000-12.74.25.7-0.2-4.55.85142811.500-14.6-6.9-0.10.2-0.05.86302810.000-14.56.60.0-0.10.15.2752911.500-3.0-6.0-0.2-0.1-0.25.08412910.650-7.5-2.91.30.10.34.99332810.000-14.56.5-0.0-0.10.14.710112510.000-2.85.70.10.1-0.14.5按弯矩M3最小显示构件颜色(kN.m)弯矩M3最小的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3142810.300-9.014.4-0.70.1-0.8-5.42172510.650-7.52.71.3-0.20.3-4.33392910.000-11.2-3.12.3-0.1-0.8-3.84341910.000-19.6-3.0-5.60.03.5-3.4532710.350-8.25.00.20.30.6-3.46363610.000-15.1-10.6-1.7-0.2-0.2-3.37132810.750-14.5-0.1-0.0-0.0-0.0-3.08423610.000-19.9-2.54.40.2-2.3-3.0962810.750-2.7-0.1-0.00.00.0-2.91012111.050-11.03.82.80.40.6-2.84.2位移4.2.1组合位移最大正位移组合37:Uz(mm)最大负位移组合36:Uz(mm)5设计验算结果本工程有1种材料：Q235：弹性模量：2.06*105N/mm2；泊松比：0.30；线膨胀系数：1.20*10-5；质量密度：7850kg/m3。5.1设计验算结果图及统计表根据计算分析模型，进行规范检验，检验结果表明，结构能够满足承载力计算要求，应力比最大值为0.47。下图为模型总体应力比分布图：杆件应力比分布图按“强度应力比”显示构件颜色“强度应力比”最大的前10个单元的验算结果（所在组合号／情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果1140.412(28/1)0.3140.4710.0550.00339117满足2300.383(28/1)0.2680.4380.0530.00039117满足350.352(29/1)0.2200.3560.0480.00539117满足4330.344(28/1)0.2430.3990.0510.00439117满足5110.316(29/1)0.2080.3180.0460.00539117满足6230.307(31/1)0.2520.2750.0270.018117117满足7260.246(30/1)0.1900.2130.0210.012117117满足8120.237(31/1)0.1590.1440.0170.0261136满足9340.236(30/1)0.1170.1170.0180.0251124满足10130.233(28/1)0.1840.2850.0130.00239117满足按“强度应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.00单元数000042百分比0.0%0.0%0.0%0.0%100.0%按“绕2轴应力比”显示构件颜色“绕2轴整体稳定应力比”最大的前10个单元的验算结果（所在组合号／情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果1140.4120.314(8/1)0.4710.0550.00339117满足2300.3830.268(10/1)0.4380.0530.00039117满足3230.3070.252(16/1)0.2750.0270.018117117满足4330.3440.243(10/1)0.3990.0510.00439117满足550.3520.220(29/1)0.3560.0480.00539117满足6110.3160.208(11/1)0.3180.0460.00539117满足7260.2460.190(17/1)0.2130.0210.012117117满足8250.2180.186(16/1)0.1800.0260.019117117满足9130.2330.184(28/1)0.2850.0130.00239117满足10120.2370.159(31/1)0.1440.0170.0261136满足按“绕2轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.00单元数000042百分比0.0%0.0%0.0%0.0%100.0%按“绕3轴应力比”显示构件颜色“绕3轴整体稳定应力比”最大的前10个单元的验算结果（所在组合号／情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果1140.4120.3140.471(28/1)0.0550.00339117满足2300.3830.2680.438(28/1)0.0530.00039117满足3330.3440.2430.399(28/1)0.0510.00439117满足450.3520.2200.356(29/1)0.0480.00539117满足5110.3160.2080.318(29/1)0.0460.00539117满足6130.2330.1840.285(28/1)0.0130.00239117满足7230.3070.2520.275(30/1)0.0270.018117117满足