会务培训中心一期-教学楼雨棚一钢结构 设计计算书

会务培训中心一期-教学楼雨棚一钢结构

设计计算书计算人：校对人：审核人：日期：目录TOC\o"1-3"\f0\h\z\u1设计依据 12计算简图、几何信息 13荷载与组合 73.1荷载工况 73.2节点荷载 83.3单元荷载 83.4面荷载 103.5其它荷载 103.6荷载组合 114内力位移计算结果 124.1内力 124.1.1最不利内力 124.1.2内力包络及统计 144.2位移 204.2.1组合位移 205设计验算结果 225.1设计验算结果图及统计表 225.2设计验算结果表 25附录 31PAGE141设计依据《钢结构设计标准》(GB50017-2017)《建筑结构荷载规范》(GB50009-2012)《建筑抗震设计规范》(GB50011-2010)(2016年版)《建筑地基基础设计规范》(GB50007-2011)《钢管混凝土结构技术规范》(GB50936-2014)《钢管混凝土结构设计规程》(CECS28:2012)《矩形钢管混凝土结构技术规程》(CECS159-2004)《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、几何信息计算简图(圆表示支座，数字为节点号)各单元信息如下表：注：等肢单角钢的2、3轴分别对应u、v轴单元号截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(x104mm4)绕3轴惯性矩(x104mm4)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放1矩150x100x6x6Q235B1.25028564668851.0001.0002矩150x100x6x6Q235B1.25028564668851.0001.0003矩150x100x6x6Q235B1.25028564668851.0001.0004矩150x100x6x6Q235B0.50028564668851.0001.0005矩150x100x6x6Q235B1.25028564668851.0001.0006矩150x100x6x6Q235B0.50028564668851.0001.0007矩150x100x6x6Q235B0.50028564668851.00014.6008矩150x100x6x6Q235B0.50028564668851.00014.6009矩150x100x6x6Q235B0.50028564668851.0001.00010矩150x100x6x6Q235B0.50028564668851.0001.00011矩150x100x6x6Q235B0.60028564668851.0001.00012矩150x100x6x6Q235B0.50028564668851.0001.00013矩150x100x6x6Q235B0.50028564668851.0001.00014矩150x100x6x6Q235B0.50028564668851.0001.00015矩150x100x6x6Q235B0.60028564668851.0001.00016矩150x100x6x6Q235B1.25028564668851.0001.00017矩150x100x6x6Q235B1.25028564668851.0001.00018矩150x100x6x6Q235B1.25028564668851.0001.00019矩150x100x6x6Q235B0.50028564668851.0001.00020矩150x100x6x6Q235B1.25028564668851.0001.00021矩150x100x6x6Q235B1.20028564668851.0001.00022矩150x100x6x6Q235B0.44528564668851.00024.74123矩150x100x6x6Q235B0.68128564668851.00016.14924矩150x100x6x6Q235B0.34728564668851.00031.66425矩150x100x6x6Q235B1.61228564668851.0006.82426矩150x100x6x6Q235B1.61028564668851.0006.83227矩250x100x8x8Q235B0.500534492840521.0001.00028矩150x100x6x6Q235B1.61028564668851.0006.83429矩150x100x6x6Q235B1.61028564668851.0006.83230矩150x100x6x6Q235B1.61228564668851.0006.82431矩150x100x6x6Q235B0.34728564668851.00031.66432矩150x100x6x6Q235B0.44528564668851.00024.74133矩150x100x6x6Q235B0.68128564668851.00016.14934矩150x100x6x6Q235B0.34728564668851.00031.66435矩150x100x6x6Q235B1.61228564668851.0006.82436矩150x100x6x6Q235B1.61028564668851.0006.83237矩150x100x6x6Q235B1.61028564668851.0006.83438矩150x100x6x6Q235B1.61028564668851.0006.83239矩150x100x6x6Q235B1.61228564668851.0006.82440矩150x100x6x6Q235B0.34728564668851.00031.66441矩150x100x6x6Q235B0.44528564668851.00024.74142矩150x100x6x6Q235B0.68128564668851.00016.14943矩150x100x6x6Q235B0.44528564668851.00024.74144矩150x100x6x6Q235B0.68128564668851.00016.14945矩150x100x6x6Q235B0.44528564668851.00024.74146矩150x100x6x6Q235B0.68128564668851.00016.14947矩150x100x6x6Q235B0.34728564668851.00031.66448矩150x100x6x6Q235B1.61228564668851.0006.82449矩150x100x6x6Q235B1.61028564668851.0006.83250矩150x100x6x6Q235B1.61028564668851.0006.83451矩150x100x6x6Q235B1.61028564668851.0006.83252矩150x100x6x6Q235B1.61228564668851.0006.82453矩150x100x6x6Q235B0.34728564668851.00031.66454矩150x100x6x6Q235B0.44528564668851.00024.74155矩150x100x6x6Q235B0.68128564668851.00016.14956矩150x100x6x6Q235B0.44528564668851.00024.74157矩150x100x6x6Q235B0.68128564668851.00016.14958矩150x100x6x6Q235B0.34728564668851.00031.66459矩150x100x6x6Q235B1.61228564668851.0006.82460矩150x100x6x6Q235B1.61028564668851.0006.83261矩150x100x6x6Q235B1.61028564668851.0006.83462矩150x100x6x6Q235B1.61028564668851.0006.83263矩150x100x6x6Q235B1.61228564668851.0006.82464矩150x100x6x6Q235B0.34728564668851.00031.66465矩150x100x6x6Q235B0.44528564668851.00024.74166矩150x100x6x6Q235B0.68128564668851.00016.14967矩150x100x6x6Q235B0.60028564668851.00012.16768矩150x100x6x6Q235B1.25028564668851.0005.84069矩150x100x6x6Q235B1.25028564668851.0005.84070矩150x100x6x6Q235B1.25028564668851.0005.84071矩150x100x6x6Q235B1.25028564668851.0005.84072矩150x100x6x6Q235B1.20028564668851.0006.08373矩150x100x6x6Q235B0.44528564668851.00024.74174矩150x100x6x6Q235B0.68128564668851.00016.14975矩150x100x6x6Q235B0.34728564668851.00031.66476矩150x100x6x6Q235B1.61228564668851.0006.82477矩150x100x6x6Q235B1.61028564668851.0006.83278矩150x100x6x6Q235B1.61028564668851.0006.83479矩150x100x6x6Q235B1.61028564668851.0006.83280矩150x100x6x6Q235B1.61228564668851.0006.82481矩150x100x6x6Q235B0.34728564668851.00031.66482矩150x100x6x6Q235B0.44528564668851.00024.74183矩150x100x6x6Q235B0.68128564668851.00016.14984矩150x100x6x6Q235B0.44528564668851.00024.74185矩150x100x6x6Q235B0.68128564668851.00016.14986矩150x100x6x6Q235B0.44528564668851.00024.74187矩150x100x6x6Q235B0.68128564668851.00016.14988矩150x100x6x6Q235B0.34728564668851.00031.66489矩150x100x6x6Q235B1.61228564668851.0006.82490矩150x100x6x6Q235B1.61028564668851.0006.83291矩150x100x6x6Q235B1.61028564668851.0006.83492矩150x100x6x6Q235B1.61028564668851.0006.83293矩150x100x6x6Q235B1.61228564668851.0006.82494矩150x100x6x6Q235B0.34728564668851.00031.66495矩150x100x6x6Q235B0.60028564668851.0001.00096矩150x100x6x6Q235B1.25028564668851.0001.00097矩150x100x6x6Q235B1.25028564668851.0001.00098矩150x100x6x6Q235B1.25028564668851.0001.00099矩150x100x6x6Q235B1.25028564668851.0001.000100矩150x100x6x6Q235B1.20028564668851.0001.000101矩250x100x8x8Q235B0.600534492840521.0001.000102矩250x100x8x8Q235B1.250534492840521.0001.000103矩250x100x8x8Q235B1.250534492840521.0001.000104矩250x100x8x8Q235B1.250534492840521.0001.000105矩250x100x8x8Q235B1.250534492840521.0001.000106矩250x100x8x8Q235B1.200534492840521.0001.000107矩250x100x8x8Q235B0.160534492840521.0001.000108矩250x100x8x8Q235B0.500534492840521.0001.000109矩250x100x8x8Q235B0.600534492840521.0001.000110矩250x100x8x8Q235B1.250534492840521.0001.000111矩250x100x8x8Q235B1.250534492840521.0001.000112矩250x100x8x8Q235B1.250534492840521.0001.000113矩250x100x8x8Q235B1.250534492840521.0001.000114矩250x100x8x8Q235B1.200534492840521.0001.000115矩250x100x8x8Q235B0.160534492840521.0001.000116矩250x100x8x8Q235B0.681534492840521.0001.653117矩250x100x8x8Q235B0.445534492840521.0002.532118矩250x100x8x8Q235B0.347534492840521.00025.183119矩250x100x8x8Q235B1.612534492840521.0005.427120矩250x100x8x8Q235B1.610534492840521.0005.433121矩250x100x8x8Q235B1.610534492840521.0005.435122矩250x100x8x8Q235B1.610534492840521.0005.433123矩250x100x8x8Q235B1.612534492840521.0005.427124矩250x100x8x8Q235B0.347534492840521.00025.183125矩250x100x8x8Q235B0.445534492840521.0002.532126矩250x100x8x8Q235B0.681534492840521.0001.653127矩150x100x6x6Q235B0.68128564668851.00016.149128矩150x100x6x6Q235B0.44528564668851.00024.741129矩150x100x6x6Q235B0.34728564668851.00031.664130矩150x100x6x6Q235B1.61228564668851.0006.824131矩150x100x6x6Q235B1.61028564668851.0006.832132矩150x100x6x6Q235B1.61028564668851.0006.834133矩150x100x6x6Q235B1.61028564668851.0006.832134矩150x100x6x6Q235B1.61228564668851.0006.824135矩150x100x6x6Q235B0.34728564668851.00031.664136矩150x100x6x6Q235B0.44528564668851.00024.741137矩150x100x6x6Q235B0.68128564668851.00016.149138矩150x100x6x6Q235B0.60028564668851.0001.000139矩150x100x6x6Q235B1.25028564668851.0001.000140矩150x100x6x6Q235B1.25028564668851.0001.000141矩150x100x6x6Q235B1.25028564668851.0001.000142矩150x100x6x6Q235B1.25028564668851.0001.000143矩150x100x6x6Q235B1.20028564668851.0001.000144矩150x100x6x6Q235B0.60028564668851.0001.000145矩150x100x6x6Q235B1.25028564668851.0001.000146矩150x100x6x6Q235B1.25028564668851.0001.000147矩150x100x6x6Q235B1.25028564668851.0001.000148矩150x100x6x6Q235B1.25028564668851.0001.000149矩150x100x6x6Q235B1.20028564668851.0001.000150矩150x100x6x6Q235B0.60028564668851.0001.000151矩150x100x6x6Q235B1.25028564668851.0001.000152矩150x100x6x6Q235B1.25028564668851.0001.000153矩150x100x6x6Q235B1.25028564668851.0001.000154矩150x100x6x6Q235B1.25028564668851.0001.000155矩150x100x6x6Q235B1.20028564668851.0001.000156矩150x100x6x6Q235B0.60028564668851.00012.167157矩150x100x6x6Q235B1.25028564668851.0005.840158矩150x100x6x6Q235B1.25028564668851.0005.840159矩150x100x6x6Q235B1.25028564668851.0005.840160矩150x100x6x6Q235B1.25028564668851.0005.840161矩150x100x6x6Q235B1.20028564668851.0006.083162矩150x100x6x6Q235B0.60028564668851.0001.000163矩150x100x6x6Q235B1.25028564668851.0001.000164矩150x100x6x6Q235B1.25028564668851.0001.000165矩150x100x6x6Q235B1.25028564668851.0001.000166矩150x100x6x6Q235B1.25028564668851.0001.000167矩150x100x6x6Q235B1.20028564668851.0001.000168矩150x100x6x6Q235B0.60028564668851.0001.000169矩150x100x6x6Q235B1.25028564668851.0001.000170矩150x100x6x6Q235B1.25028564668851.0001.000171矩150x100x6x6Q235B1.25028564668851.0001.000172矩150x100x6x6Q235B1.25028564668851.0001.000173矩150x100x6x6Q235B1.20028564668851.0001.000174矩150x100x6x6Q235B1.20028564668851.0001.000175矩250x250x10x10Q235B4.6659600923292321.0391.109176矩250x250x10x10Q235B4.6659600923292321.0391.1093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(1)杆件导荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)序号荷载类型工况导荷方式体型系数面荷载值(基本风压)1恒0双向杆件--0.502活1双向杆件--0.503风2双向杆件-2.000.403.2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--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）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-2.000.40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：0.40(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）ημzβz9.011.001.001.001.309.451.001.001.001.30(2).地震作用规范：《建筑抗震设计规范》（GB50011-2010）（2016年版）地震烈度：6度(0.05g)水平地震影响系数最大值：0.040计算振型数：9建筑结构阻尼比：0.040特征周期值：0.35地震影响：多遇地震场地类别：Ⅱ类地震分组：第一组周期折减系数：1.00地震力计算方法：振型分解法振型号周期（秒）各振型质量参与系数10.194978.89%0.00%0.00%20.15910.00%0.12%41.39%30.11980.28%0.00%0.00%40.10780.00%4.95%28.88%50.10480.00%35.77%3.16%60.09400.18%0.00%0.00%70.08620.00%8.73%0.02%80.06363.20%0.00%0.00%90.05210.00%0.45%3.00%(3).温度作用无温度作用。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活载工况1+1.50x0.60风载工况2(4)1.30恒载+1.50x0.70活载工况1+1.50风载工况2(5)1.30恒载+1.50x0.70活载工况1+1.50x0.60风载工况2(6)1.30恒载+1.30x0.50活载工况1+1.30水平地震(7)1.00恒载+1.50风载工况2(8)1.00恒载+1.00x0.50活载工况1+1.30水平地震4内力位移计算结果4.1内力4.1.1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7119.61.5-8.70.00.00.0N2最大7119.61.5-8.70.00.00.0N3最大11-62.0-6.233.70.00.00.078合力最大11-62.0-6.233.70.00.00.0N1最小11-62.0-6.233.70.00.00.0N2最小61-49.5-6.527.00.00.00.0N3最小7119.61.5-8.70.00.00.0N1最大1162.0-6.233.70.00.00.0N2最大71-19.61.5-8.70.00.00.0N3最大1162.0-6.233.70.00.00.082合力最大1162.0-6.233.70.00.00.0N1最小71-19.61.5-8.70.00.00.0N2最小6249.5-6.527.00.00.00.0N3最小71-19.61.5-8.70.00.00.0N1最大712.8-1.5-6.32.35.20.1N2最大11-10.96.254.3-9.5-20.7-0.7N3最大11-10.96.254.3-9.5-20.7-0.7M1最大712.8-1.5-6.32.35.20.1M2最大712.8-1.5-6.32.35.20.1M3最大712.8-1.5-6.32.35.20.199合力最大11-10.96.254.3-9.5-20.7-0.7N1最小11-10.96.254.3-9.5-20.7-0.7N2最小712.8-1.5-6.32.35.20.1N3最小712.8-1.5-6.32.35.20.1M1最小11-10.96.254.3-9.5-20.7-0.7M2最小11-10.96.254.3-9.5-20.7-0.7M3最小11-10.96.254.3-9.5-20.7-0.7N1最大1110.96.254.3-9.520.70.7N2最大1110.96.254.3-9.520.70.7N3最大1110.96.254.3-9.520.70.7M1最大71-2.8-1.5-6.32.3-5.2-0.1M2最大1110.96.254.3-9.520.70.7M3最大1110.96.254.3-9.520.70.7100合力最大1110.96.254.3-9.520.70.7N1最小71-2.8-1.5-6.32.3-5.2-0.1N2最小71-2.8-1.5-6.32.3-5.2-0.1N3最小71-2.8-1.5-6.32.3-5.2-0.1M1最小1110.96.254.3-9.520.70.7M2最小71-2.8-1.5-6.32.3-5.2-0.1M3最小71-2.8-1.5-6.32.3-5.2-0.1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213.6-0.0-0.30.00.00.0N2最大213.6-0.0-0.30.00.00.0N3最大11-45.2-4.524.70.00.00.078合力最大11-45.2-4.524.70.00.00.0N1最小11-45.2-4.524.70.00.00.0N2最小61-38.1-5.020.80.00.00.0N3最小213.6-0.0-0.30.00.00.0N1最大1145.2-4.524.70.00.00.0N2最大21-3.6-0.0-0.30.00.00.0N3最大1145.2-4.524.70.00.00.082合力最大1145.2-4.524.70.00.00.0N1最小21-3.6-0.0-0.30.00.00.0N2最小6238.1-5.020.80.00.00.0N3最小21-3.6-0.0-0.30.00.00.0N1最大210.10.05.4-0.10.2-0.1N2最大11-8.04.540.0-7.0-15.1-0.5N3最大11-8.04.540.0-7.0-15.1-0.5M1最大210.10.05.4-0.10.2-0.1M2最大210.10.05.4-0.10.2-0.1M3最大210.10.05.4-0.10.2-0.199合力最大11-8.04.540.0-7.0-15.1-0.5N1最小11-8.04.540.0-7.0-15.1-0.5N2最小210.10.05.4-0.10.2-0.1N3最小210.10.05.4-0.10.2-0.1M1最小11-8.04.540.0-7.0-15.1-0.5M2最小11-8.04.540.0-7.0-15.1-0.5M3最小61-7.13.734.3-5.7-14.1-0.5N1最大118.04.540.0-7.015.10.5N2最大118.04.540.0-7.015.10.5N3最大118.04.540.0-7.015.10.5M1最大21-0.10.05.4-0.1-0.20.1M2最大118.04.540.0-7.015.10.5M3最大627.13.734.3-5.714.10.5100合力最大118.04.540.0-7.015.10.5N1最小21-0.10.05.4-0.1-0.20.1N2最小21-0.10.05.4-0.1-0.20.1N3最小21-0.10.05.4-0.1-0.20.1M1最小118.04.540.0-7.015.10.5M2最小21-0.10.05.4-0.1-0.20.1M3最小21-0.10.05.4-0.1-0.20.14.1.2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3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M31141110.00034.20.5-0.70.20.3-1.8218110.00034.20.50.7-0.2-0.3-1.8317110.00032.22.1-1.60.11.0-0.0按轴力N最小显示构件颜色(kN)轴力N最小的前3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M31175114.665-54.310.96.2-0.79.5-20.72176114.665-54.3-10.96.20.79.520.732110.000-45.00.50.3-0.3-0.4-2.5按弯矩M2最大显示构件颜色(kN.m)弯矩M2最大的前3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M31115110.000-6.2-33.6-62.00.09.9-5.42175114.665-54.310.96.2-0.79.5-20.73176114.665-54.3-10.96.20.79.520.7按弯矩M2最小显示构件颜色(kN.m)弯矩M2最小的前3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M31175110.000-49.810.96.2-0.7-19.330.22176110.000-49.8-10.96.20.7-19.3-30.23107110.000-6.2-33.662.0-0.0-9.9-5.4按弯矩M3最大显示构件颜色(kN.m)弯矩M3最大的前3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M31175110.000-49.810.96.2-0.7-19.330.22124110.347-7.2-26.27.1-1.01.126.83118110.000-7.226.2-7.11.01.126.8按弯矩M3最小显示构件颜色(kN.m)弯矩M3最小的前3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M31176110.000-49.8-10.96.20.7-19.3-30.22175114.665-54.310.96.2-0.79.5-20.73121110.8053.3-0.0-0.00.0-0.2-15.04.2位移4.2.1组合位移最大正位移组合1:Uz(mm)最大负位移组合1:Uz(mm)5设计验算结果本工程有1种材料：Q235B：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0.49。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3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11280.471(1/1)0.1770.1720.0210.19411198满足21360.471(1/1)0.1770.1720.0210.19411198满足31730.413(1/1)0.1720.1880.0330.0703022满足按“强度应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.04单元数0000176百分比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3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11240.3990.242(1/1)0.3860.0670.0418100满足21180.3990.242(1/1)0.3860.0670.0418100满足31090.3370.219(1/1)0.2870.0580.061147满足按“绕2轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.01单元数0000176百分比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3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11290.3890.2130.489(1/1)0.0050.2019198满足21350.3890.2130.489(1/1)0.0050.2019198满足31240.3990.2420.386(1/1)0.0670.0418100满足按“绕3轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.02单元数0000176百分比0.0%0.0%0.0%0.0%100.0%5.2设计验算结果表设计验算结果表(强度和整体稳定)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10.2540.1760.2020.0110.0213122满足20.1860.1630.1820.0030.0033122满足30.2240.1650.1880.0130.0153122满足40.1080.0580.0520.0180.046129满足50.2240.1150.1450.0220.0273122满足60.1170.0570.0730.0130.036129满足70.0710.0570.0680.0150.01112131满足80.0710.0570.0680.0150.01112131满足90.1170.0570.0730.0130.036129满足100.1650.0810.1190.0330.035129满足110.2470.1500.1930.0360.0471511满足120.0780.0310.0310.0110.029129满足130.1080.0580.0520.0180.046129满足140.0780.0310.0310.0110.029129满足150.1750.0610.0630.0140.0451511满足160.1920.0550.0450.0140.0273122满足170.1830.0470.0450.0110.0123122满足180.1520.0380.0370.0030.0053122满足190.1650.0810.1190.0330.035129满足200.2350.0630.0780.0100.0233122满足210.2990.1170.1350.0220.0503022满足220.1560.0710.1260.0050.06411198满足230.1260.0400.0620.0030.05117198满足240.3290.1490.3100.0060.1509198满足250.2210.1300.3020.0190.01440198满足260.1770.1140.2840.0130.00740198满足270.0370.0180.0170.0050.024126满足280.1580.1170.2970.0050.00140198满足290.1770.1140.2840.0130.00740198满足300.2210.1300.3020.0190.01440198满足310.3290.1490.3100.0060.1509198满足320.1160.0300.0440.0090.03011198满足330.0710.0120.0170.0020.02617198满足340.1550.0550.1030.0140.0039198满足350.1990.0600.1080.0160.00940198满足360.1790.0450.0940.0110.00340198满足370.1710.0440.0980.0030.00040198满足380.1790.0450.0940.0110.00340198满足390.1990.0600.1080.0160.00940198满足400.1550.0550.1030.0140.0039198满足410.1160.0300.0440.0090.03011198满足420.0710.0120.0170.0020.02617198满足430.2720.1110.1620.0100.12111198满足440.1680.0700.0840.0080.06917198满足450.2970.1120.1790.0040.16011198满足460.2870.0790.1070.0040.12317198满足470.2170.0760.1730.0040.1499198满足480.1640.0730.1850.0090.02340198满足490.1140.0650.1870.0080.01140198满足500.0820.0680.2010.0060.00240198满足510.1140.0650.1870.0080.01140198满足520.1640.0730.1850.0090.02340198满足530.2170.0760.1730.0040.1499198满足540.2970.1120.1790.0040.16011198满足550.2870.0790.1070.0040.12317198满足560.1560.0710.1260.0050.06411198满足570.1260.0400.0620.0030.05117198满足580.1350.0720.1790.0080.0509198满足590.1190.0650.1800.0110.01140198满足600.1030.0700.1930.0090.00540198满足610.0990.0770.2080.0060.00240198满足620.1030.0700.1930.0090.00540198满足630.1190.0650.1800.0110.01140198满足640.1350.0720.1790.0080.0509198满足650.3350.1430.2330.0330.13711198满足660.1960.0590.0820.0090.08017198满足670.0780.0430.0670.0070.01015131满足680.0880.0490.0810.0150.00531131满足690.1210.0770.1260.0090.00331131满足700.1330.0850.1410.0050.00331131满足710.1450.0870.1400.0110.00531131满足720.1180.0630.0970.0160.00930131满足730.1180.0560.1160.0050.04011198满足740.0550.0270.0510.0040.01617198满足750.1470.0750.1850.0100.0539198满足760.0790.0610.1760.0130.00240198满足770.1000.0750.1990.0100.00240198满足780.1160.0860.2200.0060.00140198满足790.1000.0750.1990.0100.00240198满足800.0790.0610.1760.0130.00240198满足810.1470.0750.1850.0100.0539198满足820.2720.1110.1620.0100.12111198满足830.1680.0700.0840.0080.06917198满足840.3350.1430.2330.0330.13711198满足850.1960.0590.0820.0090.08017198满足860.1180.0560.1160.0050.04011198满足870.0550.0270.0510.0040.01617198满足880.2720.1140.2140.0120.1409198满足890.1440.0840.1810.0160.01140198满足900.1380.0850.1860.0120.00540198满足910.1310.0920.2030.0060.00140198满足920.1380.0850.1860.0120.00540198满足930.1440.0840.1810.0160.01140198满足940.2720.1140.2140.0120.1409198满足950.1580.0880.1130.0150.0311511满足960.1320.0630.0920.0190.0133122满足970.1360.0960.1240.0100.0063122满足980.1360.0990.1290.0040.0043122满足990.1790.1100.1430.0110.0143122满足1000.2020.0910.1280.0190.0303022满足1010.3370.2190.2870.0580.061147满足1020.2170.1050.1480.0340.0373014满足1030.2240.1430.1860.0170.0213014满足1040.1780.1330.1730.0030.0023014满足1050.2500.1540.2000.0140.0293014满足1060.2540.1380.1730.0230.0402914满足1070.3160.1930.1920.0860.35542满足1080.0370.0180.0170.0050.024126满足1090.3370.2190.2870.0580.061147满足1100.2170.1050.1480.0340.0373014满足1110.2240.1430.1860.0170.0213014满足1120.1780.1330.1730.0030.0023014满足1130.2500.1540.2000.0140.0293014满足1140.2540.138