铝板造型竖向支撑桁架结构计算

同济大学3D3S软件PAGE36第一部分铝板造型竖向支撑桁架结构计算1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)节点编号图单元编号图各单元信息如下表：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100x50x4x4Q235B1.100113647.371441.5082.8402矩100x50x4x4Q235B1.100113647.371441.4982.4193矩100x50x4x4Q235B0.395113647.371443.1256.4254矩100x50x4x4Q235B0.605113647.371443.1256.4255矩100x50x4x4Q235B0.200113647.371443.3106.2586矩100x50x4x4Q235B0.510113647.371442.8195.4607矩100x50x4x4Q235B1.045113647.371441.6273.1068矩100x50x4x4Q235B1.055113647.371441.5182.8579矩100x50x4x4Q235B1.055113647.371441.6703.21710矩100x50x4x4Q235B0.200113647.371443.3106.25811矩100x50x4x4Q235B0.410113647.371442.9364.95812矩100x50x4x4Q235B0.945113647.371442.5924.68613矩100x50x4x4Q235B1.010113647.371441.6403.18914矩100x50x4x4Q235B0.535113647.371442.8044.70715矩50x50x4x4Q235B0.20073626.1526.155.7915.20516矩100x50x4x4Q235B0.065113647.371445.26910.48817矩100x50x4x4Q235B1.010113647.371442.1684.11118矩100x50x4x4Q235B1.100113647.371441.5082.84019矩100x50x4x4Q235B1.100113647.371441.4982.41920矩50x50x4x4Q235B0.20073626.1526.155.7915.20521矩50x50x4x4Q235B0.50073626.1526.151.0001.00022矩50x50x4x4Q235B0.50073626.1526.151.0001.00023矩50x50x4x4Q235B0.50073626.1526.151.0001.00024矩50x50x4x4Q235B0.50073626.1526.151.0001.00025矩50x50x4x4Q235B0.50073626.1526.151.0001.00026矩50x50x4x4Q235B0.50073626.1526.151.0001.00027矩50x50x4x4Q235B0.50073626.1526.151.0001.00028矩50x50x4x4Q235B0.50073626.1526.151.0001.00029矩50x50x4x4Q235B0.50073626.1526.151.0001.00030矩50x50x4x4Q235B0.50073626.1526.151.0001.00031矩50x50x4x4Q235B0.50073626.1526.151.0001.00032矩50x50x4x4Q235B0.50073626.1526.151.0001.00033矩50x50x4x4Q235B0.50073626.1526.151.0001.00034矩50x50x4x4Q235B0.50073626.1526.151.0001.00035矩50x50x4x4Q235B0.50073626.1526.151.0001.00036矩50x50x4x4Q235B0.50073626.1526.151.0001.00037矩50x50x4x4Q235B0.50073626.1526.151.0001.00038矩50x50x4x4Q235B0.50073626.1526.151.0001.00039矩50x50x4x4Q235B0.50073626.1526.151.0001.00040矩50x50x4x4Q235B0.50073626.1526.151.0001.00041矩50x50x4x4Q235B0.50073626.1526.151.0001.00042矩50x50x4x4Q235B0.50073626.1526.151.0001.00043矩50x50x4x4Q235B0.50073626.1526.151.0001.00044矩50x50x4x4Q235B0.50073626.1526.151.0001.00045矩50x50x4x4Q235B1.00073626.1526.151.0001.00046矩50x50x4x4Q235B1.00073626.1526.151.0001.00047矩50x50x4x4Q235B1.00073626.1526.151.0001.00048矩50x50x4x4Q235B1.00073626.1526.151.0001.00049矩50x50x4x4Q235B1.00073626.1526.151.0001.00050矩50x50x4x4Q235B1.00073626.1526.151.0001.00051矩50x50x4x4Q235B1.00073626.1526.151.0001.00052矩50x50x4x4Q235B1.00073626.1526.151.0001.00053矩50x50x4x4Q235B1.00073626.1526.151.0001.00054矩50x50x4x4Q235B1.00073626.1526.151.0001.00055矩50x50x4x4Q235B1.00073626.1526.151.0001.00056矩50x50x4x4Q235B1.00073626.1526.151.0001.00057矩50x50x4x4Q235B1.00073626.1526.151.0001.00058矩50x50x4x4Q235B1.00073626.1526.151.0001.00059矩50x50x4x4Q235B1.00073626.1526.151.0001.00060矩50x50x4x4Q235B1.00073626.1526.151.0001.00061矩50x50x4x4Q235B1.00073626.1526.151.0001.00062矩50x50x4x4Q235B1.00073626.1526.151.0001.00063矩50x50x4x4Q235B1.00073626.1526.151.0001.00064矩50x50x4x4Q235B1.00073626.1526.151.0001.00065矩50x50x4x4Q235B1.00073626.1526.151.0001.00066矩50x50x4x4Q235B1.00073626.1526.151.0001.00067矩50x50x4x4Q235B1.00073626.1526.151.0001.00068矩50x50x4x4Q235B1.00073626.1526.151.0001.00069L50x4Q235B1.4873903.8214.691.0001.00070L50x4Q235B1.4873903.8214.691.0001.00071L50x4Q235B1.4213903.8214.691.0001.00072L50x4Q235B1.4213903.8214.691.0001.00073L50x4Q235B1.4213903.8214.691.0001.00074L50x4Q235B1.4463903.8214.691.0001.00075L50x4Q235B1.4463903.8214.691.0001.00076L50x4Q235B1.4543903.8214.691.0001.00077L50x4Q235B1.4543903.8214.691.0001.00078L50x4Q235B1.2843903.8214.691.0001.00079L50x4Q235B1.2843903.8214.691.0001.00080L50x4Q235B1.4873903.8214.691.0001.00081L50x4Q235B1.4873903.8214.691.0001.00082L50x4Q235B1.4213903.8214.691.0001.00083L50x4Q235B1.4213903.8214.691.0001.00084L50x4Q235B1.4213903.8214.691.0001.00085L50x4Q235B1.4463903.8214.691.0001.00086L50x4Q235B1.4463903.8214.691.0001.00087L50x4Q235B1.4543903.8214.691.0001.00088L50x4Q235B1.4543903.8214.691.0001.00089L50x4Q235B1.2843903.8214.691.0001.00090L50x4Q235B1.2843903.8214.691.0001.00091矩50x50x4x4Q235B0.39573626.1526.153.1852.78492矩50x50x4x4Q235B0.60573626.1526.151.9141.72193矩50x50x4x4Q235B0.51073626.1526.153.0772.67894矩50x50x4x4Q235B1.04573626.1526.151.4961.30495矩50x50x4x4Q235B1.05573626.1526.151.4951.30396矩50x50x4x4Q235B1.05573626.1526.151.5291.32397矩50x50x4x4Q235B0.41073626.1526.153.0682.68298矩50x50x4x4Q235B0.94573626.1526.151.6131.40599矩50x50x4x4Q235B1.01073626.1526.151.5061.312100矩50x50x4x4Q235B0.53573626.1526.152.9332.553101矩50x50x4x4Q235B0.06573626.1526.1523.45620.423102矩50x50x4x4Q235B1.01073626.1526.151.5051.308103矩50x50x4x4Q235B1.10073626.1526.151.4851.296104矩50x50x4x4Q235B1.10073626.1526.151.4801.219105矩50x50x4x4Q235B0.39573626.1526.153.1852.784106矩50x50x4x4Q235B0.60573626.1526.151.9141.721107矩50x50x4x4Q235B0.51073626.1526.153.0772.678108矩50x50x4x4Q235B1.04573626.1526.151.4961.304109矩50x50x4x4Q235B1.05573626.1526.151.4951.303110矩50x50x4x4Q235B1.05573626.1526.151.5291.323111矩50x50x4x4Q235B0.41073626.1526.153.0682.682112矩50x50x4x4Q235B0.94573626.1526.151.6131.405113矩50x50x4x4Q235B1.01073626.1526.151.5061.312114矩50x50x4x4Q235B0.53573626.1526.152.9332.553115矩50x50x4x4Q235B0.06573626.1526.1523.45620.423116矩50x50x4x4Q235B1.01073626.1526.151.5051.308117矩50x50x4x4Q235B1.10073626.1526.151.4851.296118矩50x50x4x4Q235B1.10073626.1526.151.4801.219119矩100x50x4x4Q235B0.395113647.371443.1256.425120矩100x50x4x4Q235B0.605113647.371443.1256.425121矩100x50x4x4Q235B0.510113647.371442.8195.460122矩100x50x4x4Q235B1.045113647.371441.6273.106123矩100x50x4x4Q235B1.055113647.371441.5182.857124矩100x50x4x4Q235B1.055113647.371441.6703.217125矩100x50x4x4Q235B0.410113647.371442.9364.958126矩100x50x4x4Q235B0.945113647.371442.5924.686127矩100x50x4x4Q235B1.010113647.371441.6403.189128矩100x50x4x4Q235B0.535113647.371442.8044.707129矩100x50x4x4Q235B0.065113647.371445.26910.488130矩100x50x4x4Q235B1.010113647.371442.1684.1113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风正风2风侧风3活水平地震(正风向)4活水平地震(侧风向)(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--0.202恒0双向杆件--0.203恒0双向杆件--0.204风1双向杆件0.00-1.005风2双向杆件0.001.006活4双向杆件--0.057风1双向杆件0.001.008风2双向杆件0.00-1.009活3双向杆件--0.2010风1双向杆件0.00-1.0011风2双向杆件0.00-1.0012活4双向杆件0.053.2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--0.202恒载双向杆件--0.203恒载双向杆件--0.20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）面荷载序号2分布图（红线表示荷载分配到的单元）面荷载序号3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风载双向杆件0.00-1.002风载双向杆件0.001.003风载双向杆件0.00-1.00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）面荷载序号2分布图（红线表示荷载分配到的单元）面荷载序号3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0.001.002风载双向杆件0.00-1.003风载双向杆件0.00-1.00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）面荷载序号2分布图（红线表示荷载分配到的单元）面荷载序号3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活载双向杆件--0.20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）5)工况号:4*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--0.052活载双向杆件0.05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）面荷载序号2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(2).地震作用按围护结构简化算法取值。(3).温度作用无温度作用。3.6荷载组合(1)1.30恒载+1.40x0.50活载工况3+1.50风载工况1(2)1.30恒载+1.40x0.50活载工况4+1.50风载工况2(3)1.00恒载+1.00风载工况1(4)1.00恒载+1.00风载工况24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110.5-0.91.30.00.00.0N2最大21-2.55.2-3.00.00.00.0N3最大110.5-0.91.30.00.00.01合力最大21-2.55.2-3.00.00.00.0N1最小21-2.55.2-3.00.00.00.0N2最小110.5-0.91.30.00.00.0N3最小21-2.55.2-3.00.00.00.0N1最大110.30.00.50.00.00.0N2最大21-0.95.80.40.00.00.0N3最大110.30.00.50.00.00.02合力最大21-0.95.80.40.00.00.0N1最小21-0.95.80.40.00.00.0N2最小110.30.00.50.00.00.0N3最小41-0.63.80.30.00.00.0N1最大31-0.3-0.60.90.00.00.0N2最大31-0.3-0.60.90.00.00.0N3最大21-2.5-4.94.80.00.00.04合力最大21-2.5-4.94.80.00.00.0N1最小21-2.5-4.94.80.00.00.0N2最小21-2.5-4.94.80.00.00.0N3最小31-0.3-0.60.90.00.00.0N1最大31-0.20.10.40.00.00.0N2最大31-0.20.10.40.00.00.0N3最大11-0.30.00.50.00.00.05合力最大21-0.8-4.50.50.00.00.0N1最小21-0.8-4.50.50.00.00.0N2最小21-0.8-4.50.50.00.00.0N3最小41-0.5-2.90.30.00.00.0N1最大31-0.1-0.60.90.00.00.0N2最大31-0.1-0.60.90.00.00.0N3最大11-0.1-1.01.10.00.00.059合力最大21-4.2-5.2-5.30.00.00.0N1最小21-4.2-5.2-5.30.00.00.0N2最小21-4.2-5.2-5.30.00.00.0N3最小21-4.2-5.2-5.30.00.00.0N1最大31-0.1-0.62.00.00.00.0N2最大31-0.1-0.62.00.00.00.0N3最大21-5.0-5.35.10.00.00.060合力最大21-5.0-5.35.10.00.00.0N1最小21-5.0-5.35.10.00.00.0N2最小21-5.0-5.35.10.00.00.0N3最小31-0.1-0.62.00.00.00.0N1最大31-0.2-1.01.60.00.00.0N2最大31-0.2-1.01.60.00.00.0N3最大11-0.3-1.62.10.00.00.061合力最大21-4.3-9.91.60.00.00.0N1最小21-4.3-9.91.60.00.00.0N2最小21-4.3-9.91.60.00.00.0N3最小41-2.8-6.41.30.00.00.0N1最大110.1-1.01.10.00.00.0N2最大21-4.27.19.90.00.00.0N3最大21-4.27.19.90.00.00.062合力最大21-4.27.19.90.00.00.0N1最小21-4.27.19.90.00.00.0N2最小110.1-1.01.10.00.00.0N3最小310.1-0.60.90.00.00.0N1最大110.2-1.02.70.00.00.0N2最大21-5.07.4-1.50.00.00.0N3最大110.2-1.02.70.00.00.063合力最大21-5.07.4-1.50.00.00.0N1最小21-5.07.4-1.50.00.00.0N2最小110.2-1.02.70.00.00.0N3最小21-5.07.4-1.50.00.00.0N1最大110.3-1.62.10.00.00.0N2最大21-4.412.62.70.00.00.0N3最大21-4.412.62.70.00.00.064合力最大21-4.412.62.70.00.00.0N1最小21-4.412.62.70.00.00.0N2最小110.3-1.62.10.00.00.0N3最小310.2-1.01.60.00.00.0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110.3-0.61.00.00.00.0N2最大21-1.73.4-1.90.00.00.0N3最大110.3-0.61.00.00.00.01合力最大21-1.73.4-1.90.00.00.0N1最小21-1.73.4-1.90.00.00.0N2最小110.3-0.61.00.00.00.0N3最小21-1.73.4-1.90.00.00.0N1最大310.20.10.40.00.00.0N2最大21-0.63.90.30.00.00.0N3最大110.20.00.40.00.00.02合力最大21-0.63.90.30.00.00.0N1最小21-0.63.90.30.00.00.0N2最小110.20.00.40.00.00.0N3最小21-0.63.90.30.00.00.0N1最大31-0.3-0.60.90.00.00.0N2最大31-0.3-0.60.90.00.00.0N3最大21-1.7-3.33.30.00.00.04合力最大21-1.7-3.33.30.00.00.0N1最小21-1.7-3.33.30.00.00.0N2最小21-1.7-3.33.30.00.00.0N3最小31-0.3-0.60.90.00.00.0N1最大31-0.20.10.40.00.00.0N2最大31-0.20.10.40.00.00.0N3最大11-0.20.00.40.00.00.05合力最大21-0.6-3.00.30.00.00.0N1最小21-0.6-3.00.30.00.00.0N2最小21-0.6-3.00.30.00.00.0N3最小21-0.6-3.00.30.00.00.0N1最大11-0.1-0.70.90.00.00.0N2最大31-0.1-0.60.90.00.00.0N3最大31-0.1-0.60.90.00.00.059合力最大21-2.8-3.4-3.40.00.00.0N1最小21-2.8-3.4-3.40.00.00.0N2最小21-2.8-3.4-3.40.00.00.0N3最小21-2.8-3.4-3.40.00.00.0N1最大31-0.1-0.62.00.00.00.0N2最大31-0.1-0.62.00.00.00.0N3最大21-3.4-3.53.60.00.00.060合力最大21-3.4-3.53.60.00.00.0N1最小21-3.4-3.53.60.00.00.0N2最小21-3.4-3.53.60.00.00.0N3最小31-0.1-0.62.00.00.00.0N1最大11-0.2-1.11.60.00.00.0N2最大31-0.2-1.01.60.00.00.0N3最大31-0.2-1.01.60.00.00.061合力最大21-2.9-6.61.30.00.00.0N1最小21-2.9-6.61.30.00.00.0N2最小21-2.9-6.61.30.00.00.0N3最小21-2.9-6.61.30.00.00.0N1最大110.1-0.70.90.00.00.0N2最大21-2.84.76.80.00.00.0N3最大21-2.84.76.80.00.00.062合力最大21-2.84.76.80.00.00.0N1最小21-2.84.76.80.00.00.0N2最小110.1-0.70.90.00.00.0N3最小110.1-0.70.90.00.00.0N1最大110.1-0.72.00.00.00.0N2最大21-3.44.9-0.80.00.00.0N3最大110.1-0.72.00.00.00.063合力最大21-3.44.9-0.80.00.00.0N1最小21-3.44.9-0.80.00.00.0N2最小110.1-0.72.00.00.00.0N3最小21-3.44.9-0.80.00.00.0N1最大310.2-1.01.60.00.00.0N2最大21-3.08.42.00.00.00.0N3最大21-3.08.42.00.00.00.064合力最大21-3.08.42.00.00.00.0N1最小21-3.08.42.00.00.00.0N2最小110.2-1.11.60.00.00.0N3最小310.2-1.01.60.00.00.04.1.2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M3111210.4109.9-3.4-2.80.1-0.60.9283210.0005.10.10.20.0-0.10.0388211.4544.60.00.10.00.1-0.0482211.4214.60.00.20.00.1-0.0546210.0003.90.00.8-0.0-0.40.0668210.0003.20.01.2-0.0-0.5-0.07123211.0552.8-0.0-0.40.00.0-0.0816210.0002.7-12.03.2-0.0-0.6-0.4952210.0002.6-0.01.00.0-0.5-0.01050210.0002.50.20.9-0.0-0.40.1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M31125210.000-5.62.3-2.60.00.50.3272211.421-4.90.00.10.00.1-0.03121210.000-4.0-2.82.60.0-0.8-0.9489211.284-3.90.00.10.00.1-0.0567210.000-2.90.11.2-0.0-0.50.06116211.010-2.8-0.10.1-0.0-0.00.178210.000-2.80.00.10.00.20.0845210.000-2.80.00.8-0.0-0.40.092211.100-2.3-0.1-1.30.0-0.60.01077210.000-2.30.10.10.0-0.10.0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M3117211.0100.70.01.2-0.00.70.02130211.0100.1-0.21.2-0.00.70.0336210.0000.01.8-2.7-0.00.70.54122211.0450.50.40.90.00.7-0.157211.045-1.7-0.50.90.00.70.1642210.000-0.01.5-2.3-0.10.60.4724210.000-0.0-0.5-2.20.00.5-0.1863211.000-1.0-0.01.50.00.5-0.092210.000-2.1-0.1-0.70.00.5-0.01019210.0000.90.0-0.70.00.50.0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M316210.0002.13.72.60.0-0.81.2214210.5350.6-3.7-2.40.0-0.81.23121210.000-4.0-2.82.60.0-0.8-0.94128210.5351.12.5-2.40.0-0.8-0.9517210.0000.90.01.8-0.0-0.80.16130210.0000.3-0.21.8-0.0-0.8-0.2736210.5000.01.8-2.7-0.0-0.7-0.582211.100-2.3-0.1-1.30.0-0.60.0911210.4109.9-3.4-2.80.1-0.60.9103210.000-0.03.71.40.1-0.60.9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M316210.0002.13.72.60.0-0.81.2214210.5350.6-3.7-2.40.0-0.81.2335210.5000.0-4.0-1.70.1-0.41.0440210.000-0.03.9-1.9-0.00.51.0511210.4109.9-3.4-2.80.1-0.60.963210.000-0.03.71.40.1-0.60.975210.000-0.43.81.00.00.00.684210.6050.1-2.00.10.00.00.6944210.500-0.0-2.4-2.00.0-0.50.61043210.000-0.02.2-1.2-0.00.30.5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M3135210.0000.0-4.0-1.70.10.4-1.0240210.500-0.03.9-1.9-0.0-0.5-1.03121210.000-4.0-2.82.60.0-0.8-0.94128210.5351.12.5-2.40.0-0.8-0.9514210.0000.5-3.7-2.10.00.4-0.76125210.410-5.62.3-2.80.0-0.6-0.77119210.000-0.2-2.91.40.0-0.6-0.786210.5102.23.72.30.00.4-0.6944210.000-0.0-2.3-2.00.00.5-0.6103210.3950.03.71.20.1-0.1-0.64.2位移4.2.1组合位移最大正位移组合2:Ux(mm)最大正位移组合2:Uy(mm)最大正位移组合2:Uz(mm)最大负位移组合2:Ux(mm)最大负位移组合2:Uy(mm)最大负位移组合2: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0.72。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1400.719(2/1)0.5020.5580.0950.0462727满足2350.712(2/1)0.4940.5570.0970.0422727满足3360.561(2/1)0.4260.4010.0440.0652727满足4440.539(2/1)0.4710.4680.0580.0482727满足5420.473(2/1)0.3600.3380.0370.0552727满足660.465(2/1)0.2530.1890.0460.0607078满足7140.458(2/1)0.2550.1890.0460.0567371满足8430.421(2/1)0.2970.3240.0530.0292727满足9230.414(2/1)0.3100.3010.0370.0442727满足101210.414(2/1)0.2690.1990.0350.0607078满足按“强度应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.03单元数0022126百分比0.0%0.0%1.5%1.5%96.9%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1400.7190.502(2/1)0.5580.0950.0462727满足2350.7120.494(2/1)0.5570.0970.0422727满足3440.5390.471(2/1)0.4680.0580.0482727满足4360.5610.426(2/1)0.4010.0440.0652727满足5420.4730.360(2/1)0.3380.0370.0552727满足6720.3030.348(2/1)0.3290.0020.005144144满足7230.4140.310(2/1)0.3010.0370.0442727满足8710.3490.309(2/1)0.2840.0020.006144144满足9430.4210.297(2/1)0.3240.0530.0292727满足10210.3860.292(2/1)0.2770.0310.0442727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0001129百分比0.0%0.0%0.0%0.8%99.2%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1400.7190.5020.558(2/1)0.0950.0462727满足2350.7120.4940.557(2/1)0.0970.0422727满足3440.5390.4710.468(2/1)0.0580.0482727满足4360.5610.4260.401(2/1)0.0440.0652727满足5420.4730.3600.338(2/1)0.0370.0552727满足6720.3030.3480.329(2/1)0.0020.005144144满足7430.4210.2970.324(2/1)0.0530.0292727满足8280.4130.2910.318(2/1)0.0530.0322727满足9230.4140.3100.301(2/1)0.0370.0442727满足10710.3490.3090.284(2/1)0.0020.006144144满足按“绕3轴整体稳定应力比”统计结果表范围>1.001.00~0.900.90~0.700.70~0.500.50~0.01单元数0002128百分比0.0%0.0%0.0%1.5%98.5%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10.0580.0320.0220.0000.0088188满足20.1850.1640.1080.0010.0318175满足30.3280.1850.1510.0460.0326071满足40.1440.0570.0440.0250.00993109满足50.1170.0560.0530.0480.0233235满足60.4650.2530.1890.0460.0607078满足70.2580.1850.1380.0070.0348391满足80.0720.0680.0550.0000.0107885满足90.1730.1300.0920.0030.0288695满足100.0940.0510.0440.0370.0223235满足110.3750.1470.0990.0420.0655957满足120.2340.1580.1150.0070.028120124满足130.0980.0510.0530.0050.0128190满足140.4580.2550.1890.0460.0567371满足150.0600.0360.0500.0080.0036155满足160.2470.1380.1050.1500.0751719满足170.2430.1940.1250.0010.041107117满足180.0600.0550.0440.0000.0088188满足190.1730.1410.0880.0010.0318175满足200.0560.0280.0420.0080.0036155满足210.3860.2920.2770.0310.0442727满足220.2800.1940.2180.0380.0162727满足230.4140.3100.3010.0370.0442727满足240.3380.2720.2270.0140.0522727满足250.2850.2210.1990.0190.0372727满足260.2120.1860.1840.0240.0182727满足270.1740.1380.1190.0090.0272727满足280.4130.2910.3180.0530.0322727满足290.1220.0880.0920.0150.0142727满足300.2700.2330.2380.0170.0402727满足310.2150.1620.1540.0190.0272727满足320.3370.2570.2400.0270.0422727满足330.2320.1940.1490.0040.0422727满足340.3220.2170.2580.0500.0142727满足350.7120.4940.5570.0970.0422727满足360.5610.4260.4010.0440.0652727满足370.2570.1980.1810.0180.0322727满足380.3410.2370.2670.0470.0202727满足390.2550.2010.1740.0140.0362727满足400.7190.5020.5580.0950.0462727满足410.3350.2340.2600.0450.0212727满足420.4730.3600.3380.0370.0552727满足430.4210.2970.3240.0530.0292727满足440.5390.4710.4680.0580.0482727满足450.2270.0640.0690.0010.0195353满足460.2270.0140.0150.0010.0195353满足470.0720.0320.0250.0010.0065353满足480.0660.0370.0290.0010.0055353满足490.2710.0730.0900.0030.0215353满足500.2890.0510.0720.0050.0215353满足510.2960.0760.0840.0020.0265353满足520.3060.0460.0590.0030.0265353满足530.1820.0340.0450.0020.0145353满足540.1860.0530.0660.0040.0145353满足550.0990.0830.0660.0020.0095353满足560.0990.0110.0130.0010.0095353满足570.1940.1560.1180.0040.0195353满足580.1800.1340.0900.0030.0195353满足590.2380.1990.1360.0050.0295353满足600.2770.1980.1490.0070.0295353满足610.1300.1080.0820.0030.0215353满足620.1530.1150.0800.0040.0215353满足630.2980.2500.1700.0050.0355353满足640.3360.2420.1770.0070.0355353满足650.1660.1210.0760.0040.0245353满足660.1700.1450.1000.0030.0245353满足670.2820.2430.1670.0030.0285353满足680.2750.1920.1140.0030.0295353满足690.0490.0090.0090.0000.001150150满足700.0970.0830.0830.0010.002150150满足710.3490.3090.2840.0020.006144144满足720.3030.3480.3290.0020.005144144满足730.1060.0700.0700.0010.001144144满足740.2350