悬挑玻璃雨篷计算书

空间结构计算书项目编号：空间结构No.1项目名称：空间结构目录TOC\o"1-3"\f\h\z\u327401设计依据 2159692软件信息 3202093结构信息 3201243.1总体信息 3151593.2几何信息 3295723.3计算参数 7198293.4设计参数 7326514计算简图 741545材料信息 8300215.1材料特性 874335.2材料统计 832026荷载与组合 919166.1工况信息 93336.2荷载信息 9160726.3荷载组合 1210257周期与振型 1297.1周期与质量参与系数 1268568线性计算结果 1321088.1线性反力 1321078.2线性内力 16273578.3线性位移 23102519验算结果 25231569.1杆件应力比限值分布图 25311859.2杆件应力比分布图 26231989.3杆件验算结果云图 27设计依据《工程结构通用规范》（GB55001-2021）《钢结构设计标准》(GB50017-2017)《钢结构通用规范》（GB55006-2021）《建筑结构荷载规范》(GB50009-2012)《建筑抗震设计规范》(GB50011-2010)(2016年版)《建筑与市政工程抗震通用规范》（GB55002-2021）《建筑地基基础设计规范》(GB50007-2011)《建筑结构可靠性设计统一标准》(GB50068-2018)《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)软件信息3D3SDesign2023.0（上海同磊土木工程技术有限公司）结构信息总体信息节点总数20支座总数4单元总数28材料种类2截面种类6荷载工况3几何信息节点编号图（整体）节点信息表节点号x坐标(m)y坐标(m)z坐标(m)备注节点号x坐标(m)y坐标(m)z坐标(m)备注10.0000.0008.000支座120.000-4.3508.00034.2000.0008.000支座144.200-4.3508.0005-1.500-4.3508.00065.700-4.3508.0007-1.500-3.1008.00085.700-3.1008.0009-1.500-1.8508.000105.700-1.8508.00011-1.500-0.3008.000125.700-0.3008.000130.0000.0009.500支座1140.000-3.1008.000154.2000.0009.500支座1164.200-3.1008.000170.000-0.3008.000180.000-1.8508.000194.200-0.3008.000204.200-1.8508.000单元编号图（整体）单元信息表（注：等肢角钢的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(×104mm4)绕3轴惯性矩(×104mm4)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1φ102x5Q235B3.4441523.67179.68179.681.0001.0002φ102x5Q235B3.4441523.67179.68179.681.0001.0003H350~339.66x150x6x10Q355B0.3004980.00563.0910469.351.00010.3334H339.66~306.21x150x6x10Q355B1.5504917.96563.089786.361.0002.0005H306.21~278.1x150x6xQ355B1.2504717.26563.027755.291.0002.4806H278.1~250x150x6x10Q355B1.2504548.60562.966253.001.0001.0007H350~339.66x150x6x10Q355B0.3004980.00563.0910469.351.00010.3338H339.66~306.21x150x6x10Q355B1.5504917.96563.089786.361.0002.0009H306.21~278.1x150x6xQ355B1.2504717.26563.027755.291.0002.48010H278.1~250x150x6x10Q355B1.2504548.60562.966253.001.0001.00011HN250X125Q355B1.5003696.00294.003960.001.0004.80012HN250X125Q355B4.2003696.00294.003960.001.0001.71413HN250X125Q355B1.5003696.00294.003960.001.0004.80014HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R315HN250X125Q355B4.2003696.00294.003960.001.0001.000R1R2R3R2R316HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R317HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R318HN250X125Q355B4.2003696.00294.003960.001.0001.000R1R2R3R2R319HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R320HN250X125Q355B1.5003696.00294.003960.001.0004.80021HN250X125Q355B4.2003696.00294.003960.001.0001.71422HN250X125Q355B1.5003696.00294.003960.001.0004.80023HN250X125Q355B1.5503696.00294.003960.001.0002.61324HN250X125Q355B1.2503696.00294.003960.001.0003.24025HN250X125Q355B1.2503696.00294.003960.001.0003.24026HN250X125Q355B1.5503696.00294.003960.001.0002.61327HN250X125Q355B1.2503696.00294.003960.001.0003.24028HN250X125Q355B1.2503696.00294.003960.001.0003.240截面编号图（整体）截面信息表截面编号截面类型截面名称构件总数1工字形楔形截面H350~339.66x150x6x1022工字形楔形截面H339.66~306.21x150x6x1023工字形楔形截面H306.21~278.1x150x6x24工字形楔形截面H278.1~250x150x6x1025轧制H型钢HN250X125186圆管截面φ102x52计算参数(1)动力特性计算计算振型数:9振型类型:特征向量(2)线性计算梁单元属性:考虑剪切效应（铁木辛柯梁）梁抗扭惯性矩:自由扭转惯性矩考虑P-Δ/二阶效应：否设计参数结构重要性系数：1.000支撑临界角：15.000°抗震等级结构类型抗震等级构造措施的抗震等级钢框架三级不考虑注：此处为整体抗震等级，若部分构件单独定义了抗震等级请注意检查。计算简图计算简图（整体）注：蓝色单元为普通单元，绿色单元为连接单元，绿色实心圆为支座，黄色实心圆为主从节点的主节点支座信息表（单位:刚度：kN/mmkN*mm/rad位移：mmrad）支座类型平动1平动2平动3转动R1转动R2转动R31刚性刚性刚性无无无材料信息材料特性名称材料弹性模量(kN/mm2)泊松比线膨胀系数设计强度(MPa)质量密度(kg/mm3)Q355BQ355206.0000.0001.20e-05按规范7.85e-06Q235BQ235206.0000.0001.20e-05按规范7.85e-06材料统计钢汇总表序号截面材性数量长度(m)重量(kg)1H278.1~250x150x6x10Q355B22.50087.6122H306.21~278.1x150x6xQ355B22.50090.9213H339.66~306.21x150x6x10Q355B23.100117.2374H350~339.66x150x6x10Q355B20.60023.3105φ102x5Q235B26.88882.3826HN250X125Q355B1836.9001070.60228根52.488m1472kg荷载与组合工况信息序号工况号荷载类型自重系数荷载说明10恒121活032风0荷载信息(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单向杆件1.0002活1单向杆件0.5003风2单向杆件-2.0000.480恒荷载恒荷载0(1)恒荷载0杆件导荷载杆件荷载表序号导荷方式面荷载值kN/m2不均匀分布1单向杆件1.000否恒荷载工况0杆件导荷载分布图（整体）活荷载活荷载1(1)活荷载1杆件导荷载杆件荷载表序号导荷方式面荷载值kN/m2不均匀分布1单向杆件0.500否活荷载工况1杆件导荷载分布图（整体）风荷载基本参数基本风压：0.48(kN/m2)地面粗糙度：B风计算用规范：《建筑结构荷载规范》(GB50009-2012)风荷载计算用阻尼比：0.02参考点高度Z0（m）：0.00风荷载参数高度(m)μz（修正前）ημz（修正后）βz8.001.001.001.001.20说明：μz为风压高度变化系数，η为风压高度变化修正系数，βz为风振系数，βgz为阵风系数（计算围护结构用）风荷载2(1)风荷载2杆件导荷载杆件荷载表序号导荷方式基本风压(kN/m2)体型系数风振系数1单向杆件0.480-2.000自动计算风荷载工况2体型系数分布图（整体）荷载组合(1)1.300恒载+1.50活载1(2)1.300恒载+1.50风载2(3)1.300恒载+1.50活载1+1.50x0.60风载2(4)1.300恒载+1.50x0.70活载1+1.50风载2(5)1.300恒载+1.50x0.70活载1+1.50x0.60风载2(6)1.000恒载+1.50风载2周期与振型周期与质量参与系数振型周期(s)X向质量参与系数Y向质量参与系数Z向质量参与系数10.77971.094%0.000%0.000%20.1240.024%0.000%0.000%30.1182.273%0.000%0.000%40.1150.000%0.134%43.174%50.1030.000%23.381%0.036%60.08711.030%0.000%0.000%70.0730.000%0.046%2.515%80.0560.000%0.000%0.000%90.0540.000%0.213%32.243%合计84.420%23.774%77.967%线性计算结果线性反力支座节点编号图（整体）最不利反力线性组合最不利反力表(标准值)(单位：kN、kN.m)节点号控制组合号组合序号N1N2N3M1M2M315N1最大21-0.0027.5493.7950.0000.0000.00015N2最大11-0.00644.88321.8360.0000.0000.00015N3最大11-0.00644.88321.8360.0000.0000.00015M1最大11-0.00644.88321.8360.0000.0000.00015M2最大11-0.00644.88321.8360.0000.0000.00015M3最大11-0.00644.88321.8360.0000.0000.00015合力最大11-0.00644.88321.8360.0000.0000.00015N1最小11-0.00644.88321.8360.0000.0000.00015N2最小21-0.0027.5493.7950.0000.0000.00015N3最小21-0.0027.5493.7950.0000.0000.00015M1最小11-0.00644.88321.8360.0000.0000.00015M2最小11-0.00644.88321.8360.0000.0000.00015M3最小11-0.00644.88321.8360.0000.0000.00013N1最大110.00644.88321.8360.0000.0000.00013N2最大110.00644.88321.8360.0000.0000.00013N3最大110.00644.88321.8360.0000.0000.00013M1最大110.00644.88321.8360.0000.0000.00013M2最大110.00644.88321.8360.0000.0000.00013M3最大110.00644.88321.8360.0000.0000.00013合力最大110.00644.88321.8360.0000.0000.00013N1最小210.0027.5493.7950.0000.0000.00013N2最小210.0027.5493.7950.0000.0000.00013N3最小210.0027.5493.7950.0000.0000.00013M1最小110.00644.88321.8360.0000.0000.00013M2最小110.00644.88321.8360.0000.0000.00013M3最小110.00644.88321.8360.0000.0000.0003N1最大110.162-44.8837.2510.0000.0000.0003N2最大210.027-7.5491.2060.0000.0000.0003N3最大110.162-44.8837.2510.0000.0000.0003M1最大110.162-44.8837.2510.0000.0000.0003M2最大110.162-44.8837.2510.0000.0000.0003M3最大110.162-44.8837.2510.0000.0000.0003合力最大110.162-44.8837.2510.0000.0000.0003N1最小210.027-7.5491.2060.0000.0000.0003N2最小110.162-44.8837.2510.0000.0000.0003N3最小210.027-7.5491.2060.0000.0000.0003M1最小110.162-44.8837.2510.0000.0000.0003M2最小110.162-44.8837.2510.0000.0000.0003M3最小110.162-44.8837.2510.0000.0000.0001N1最大21-0.027-7.5491.2060.0000.0000.0001N2最大21-0.027-7.5491.2060.0000.0000.0001N3最大11-0.162-44.8837.2510.0000.0000.0001M1最大11-0.162-44.8837.2510.0000.0000.0001M2最大11-0.162-44.8837.2510.0000.0000.0001M3最大11-0.162-44.8837.2510.0000.0000.0001合力最大11-0.162-44.8837.2510.0000.0000.0001N1最小11-0.162-44.8837.2510.0000.0000.0001N2最小11-0.162-44.8837.2510.0000.0000.0001N3最小21-0.027-7.5491.2060.0000.0000.0001M1最小11-0.162-44.8837.2510.0000.0000.0001M2最小11-0.162-44.8837.2510.0000.0000.0001M3最小11-0.162-44.8837.2510.0000.0000.000线性内力线性组合包络线性组合轴力N最大包络云图:kN（整体）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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M311110.00067.3960.138-0.008-0.0000.0000.00022110.00067.3960.1380.0080.000-0.0000.00033610.0005.468-0.901-0.020-0.0000.000-0.00047610.0005.468-0.9010.0200.000-0.000-0.00055610.0005.4591.419-0.0010.000-0.0000.88864610.0005.459-0.100-0.0010.0000.0020.28879610.0005.4591.4190.001-0.0000.0000.88888610.0005.459-0.1000.001-0.000-0.0020.288921110.0000.1654.1130.000-0.000-0.0026.5911015110.0000.1346.1580.000-0.000-0.0000.000线性组合轴力N最小包络云图:kN（整体）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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M313110.000-60.6079.7920.219-0.000-0.0000.00027110.000-60.6079.792-0.2190.0000.0000.00035110.000-60.515-10.3150.0240.003-0.001-1.82244110.000-60.515-0.3340.0090.003-0.016-2.92059110.000-60.515-10.315-0.024-0.0030.001-1.82268110.000-60.515-0.334-0.009-0.0030.016-2.92071613.444-6.185-0.228-0.000-0.000-0.0010.15982613.444-6.185-0.2280.0000.0000.0010.159912110.000-0.1183.467-0.0000.0000.0076.6491025110.000-0.093-2.738-0.060-0.0000.012-3.704线性组合弯矩M2最大包络云图:kN.m（整体）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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3111111.500-0.060-5.6770.093-0.0070.0766.657213110.000-0.0605.677-0.0930.0070.0766.657310111.2500.0939.1440.0590.0090.069-0.00743110.300-60.6079.6440.219-0.0000.066-2.915528111.250-0.093-3.2000.0600.0000.0630.007620110.000-0.044-2.927-0.0930.0040.0550.000722111.500-0.0442.9270.093-0.0040.0550.000826110.000-0.0932.927-0.0440.0000.0550.00495111.250-60.515-10.8950.0240.0030.02911.434102113.44467.168-0.3350.0080.0000.0270.338线性组合弯矩M2最小包络云图:kN.m（整体）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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3120111.500-0.044-5.865-0.0930.004-0.0846.594222110.000-0.0445.8650.093-0.004-0.0846.59436111.2500.0939.144-0.059-0.009-0.069-0.00747110.300-60.6079.644-0.2190.000-0.066-2.915511110.000-0.060-3.2000.093-0.007-0.063-0.000613111.500-0.0603.200-0.0930.007-0.063-0.000725111.250-0.093-3.200-0.060-0.000-0.0630.007823110.000-0.0932.9270.044-0.000-0.0550.00499111.250-60.515-10.895-0.024-0.003-0.02911.434101113.44467.168-0.335-0.008-0.000-0.0270.338线性组合弯矩M3最大包络云图:kN.m（整体）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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M316110.0000.0939.702-0.059-0.0090.00411.772210110.0000.0939.7020.0590.009-0.00411.77235111.250-60.515-10.8950.0240.0030.02911.43449111.250-60.515-10.895-0.024-0.003-0.02911.434511111.500-0.060-5.6770.093-0.0070.0766.657613110.000-0.0605.677-0.0930.0070.0766.657712110.000-0.1183.467-0.0000.0000.0076.649822110.000-0.0445.8650.093-0.004-0.0846.594920111.500-0.044-5.865-0.0930.004-0.0846.5941021114.2000.165-4.1130.000-0.000-0.0026.591线性组合弯矩M3最小包络云图:kN.m（整体）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号位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3118112.1000.030-0.0000.000-0.0000.000-7.144215112.1000.1340.0000.000-0.000-0.000-6.466326111.550-0.0932.354-0.0440.000-0.013-4.088423111.550-0.0932.3540.044-0.0000.013-4.088524110.000-0.093-0.076-0.001-0.0000.013-4.088627110.000-0.093-0.0760.0010.000-0.013-4.088725110.000-0.093-2.738-0.060-0.0000.012-3.704828110.000-0.093-2.7380.0600.000-0.012-3.70498110.000-60.515-0.334-0.009-0.0030.016-2.920104110.000-60.515-0.3340.0090.003-0.016-2.920线性位移线性最大位移最大正位移__组合1(恒0+活1)_Uz：mm最大负位移__组合1(恒0+活1)_Uz：mm线性组合最大最小位移表最不利项节点组合名UxUyUzUxyzX方向位移最大8组合1(恒0+活1)0.0000.073-4.1724.173Y方向位移最大14组合1(恒0+活1)-0.0000.142-1.5481.555Z方向位移最大1组合1(恒0+活1)0.0000.0000.0000.000空间位移最大5组合1(恒0+活1)0.0000.073-4.5074.508X方向位移最小7组合1(恒0+活1)-0.0000.073-4.1724.173Y方向位移最小1组合1(恒0+活1)0.0000.0000.0000.000Z方向位移最小5组合1(恒0+活1)0.0000.073-4.5074.508线性组合最大最小位移图（整体）验算结果杆件应力比限值分布图应力比限值表序号应力比下限应力比上限101应力比限值分布图（整体）杆件应力比分布图所选模型中，构件应力比最大值为0.244，下图为所选模型应力比分布图：杆件验算结果云图强度应力比按“强度应力比”显示构件颜色（整体）“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轴稳定绕3轴稳定沿2轴抗剪沿3轴抗剪沿2轴长细比沿3轴长细比验算结果110.244(1/1)0.0000.0510.0040.000100100满足220.244(1/1)0.0000.0510.0040.000100100满足350.124(1/1)0.1340.1270.0420.0003624满足490.124(1/1)0