连廊3D3S空间模型计算

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"\f0\h\z\u1 设计依据 22 软件信息 33 结构信息 33.1 总体信息 33.2 几何信息 33.3 计算参数 113.4 设计参数 114 计算简图 125 材料信息 125.1 材料特性 125.2 材料统计 126 荷载与组合 136.1 工况信息 136.2 荷载信息 136.3 荷载组合 177 周期与振型 177.1 周期与质量参与系数 178 线性计算结果 178.1 线性反力 188.2 线性内力 188.3 线性位移 229 验算结果 239.1 杆件应力比限值分布图 239.2 杆件应力比分布图 239.3 杆件验算结果云图 24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)《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3D3SDesign2021.1（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92支座总数2单元总数117材料种类2截面种类4荷载工况4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110.9125.2950.000211.3675.0520.00036.2403.9110.00049.8295.6150.000510.3275.5090.000611.7294.8000.000712.1434.4290.000812.5123.9930.000912.8583.4290.0001013.1942.6370.0001113.4732.0210.0001213.7501.4820.0001314.1860.7380.0001414.4950.2710.0001514.842-0.2070.0001615.269-0.7400.0001715.645-1.1670.0001816.121-1.6570.0001916.602-2.1060.0002017.086-2.5140.0002117.572-2.8860.0002218.088-3.2450.0002318.526-3.5220.0002419.192-3.8990.0002519.667-4.1380.0002620.278-4.4110.0002720.988-4.6840.0002821.682-4.9070.0002922.337-5.0790.0003022.984-5.2140.0003123.622-5.3520.0003224.141-5.5520.0003324.808-5.9650.0003425.328-6.4600.0003525.737-7.0420.0003626.016-7.6690.0003726.195-8.5570.0003826.157-9.4090.0003925.925-10.2210.0004025.439-11.0520.0004124.939-11.5760.0004224.248-12.0420.0004323.556-12.3150.0004422.299-12.4380.0004521.452-12.2690.0004620.905-12.0390.0004720.351-11.6830.0004819.851-11.2100.0004919.488-10.7170.0005019.162-10.1190.0005118.834-9.5530.0005218.487-9.0050.0005318.079-8.4170.0005417.710-7.9270.0005517.312-7.4400.0005616.844-6.9110.0005716.307-6.3580.0005815.880-5.9540.0005915.466-5.5870.0006014.871-5.1020.0006113.953-4.4390.0006213.330-4.0410.0006312.934-3.8070.0006412.303-3.4650.0006511.837-3.2360.0006611.306-2.9960.0006710.509-2.6760.000689.903-2.4650.000699.218-2.2580.000708.558-2.0890.000717.771-1.8190.000727.347-1.5870.000736.966-1.3120.000746.438-0.7900.000756.006-0.1510.000765.7620.3970.000775.5551.3580.000785.6012.3730.0007919.583-6.4880.0008018.084-5.3200.0008116.586-4.1520.0008215.087-2.9840.0008313.588-1.8160.0008412.090-0.6480.000857.6472.8150.0008610.5910.5200.000879.2241.5860.0008824.157-10.0530.0008922.580-8.8240.0009021.081-7.6560.000919.2241.586-4000.000支座类型19222.580-8.824-4000.000支座类型1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1矩400x200x6x6Q235B0.5167056.005182.2315155.994.04636.8422矩400x200x6x6Q235B3.9737056.005182.2315155.991.0001.0003矩400x200x6x6Q235B0.6227056.005182.2315155.993.35730.5704矩400x200x6x6Q235B0.5097056.005182.2315155.994.10337.3595矩400x200x6x6Q235B0.4417056.005182.2315155.994.73343.0936矩400x200x6x6Q235B0.5567056.005182.2315155.993.21834.2267矩400x200x6x6Q235B0.5717056.005182.2315155.993.12933.2828矩400x200x6x6Q235B0.6617056.005182.2315155.992.70528.7679矩400x200x6x6Q235B0.8607056.005182.2315155.992.49122.11910矩400x200x6x6Q235B0.6777056.005182.2315155.993.16528.10011矩400x200x6x6Q235B0.6057056.005182.2315155.993.53931.41912矩400x200x6x6Q235B0.8637056.005182.2315155.992.33422.04413矩400x200x6x6Q235B0.5607056.005182.2315155.993.59533.95514矩400x200x6x6Q235B0.5917056.005182.2315155.993.40932.20515矩400x200x6x6Q235B0.6837056.005182.2315155.992.83427.86316矩400x200x6x6Q235B0.5697056.005182.2315155.993.40233.44717矩400x200x6x6Q235B0.6847056.005182.2315155.992.83127.82818矩400x200x6x6Q235B0.6587056.005182.2315155.992.89228.90019矩400x200x6x6Q235B0.6337056.005182.2315155.993.00530.03220矩400x200x6x6Q235B0.6127056.005182.2315155.993.11231.10321矩400x200x6x6Q235B0.6297056.005182.2315155.993.03930.24122矩400x200x6x6Q235B0.5177056.005182.2315155.993.69536.76123矩400x200x6x6Q235B0.7657056.005182.2315155.992.49824.85324矩400x200x6x6Q235B0.5327056.005182.2315155.993.69035.76725矩400x200x6x6Q235B0.6707056.005182.2315155.992.92928.38326矩400x200x6x6Q235B0.7617056.005182.2315155.992.58025.00727矩400x200x6x6Q235B0.7287056.005182.2315155.992.83726.11328矩400x200x6x6Q235B0.6787056.005182.2315155.993.05028.07229矩400x200x6x6Q235B0.6617056.005182.2315155.993.12828.78530矩400x200x6x6Q235B0.6537056.005182.2315155.991.85229.14331矩400x200x6x6Q235B0.5567056.005182.2315155.992.17434.22032矩400x200x6x6Q235B0.7857056.005182.2315155.991.0001.00033矩400x200x6x6Q235B0.7187056.005182.2315155.991.0001.00034矩400x200x6x6Q235B0.7127056.005182.2315155.991.0001.00035矩400x200x6x6Q235B0.6867056.005182.2315155.991.0001.00036矩400x200x6x6Q235B0.9067056.005182.2315155.991.0001.00037矩400x200x6x6Q235B0.8537056.005182.2315155.991.0001.00038矩400x200x6x6Q235B0.8457056.005182.2315155.991.0001.00039矩400x200x6x6Q235B0.9627056.005182.2315155.991.0001.00040矩400x200x6x6Q235B0.7247056.005182.2315155.991.0001.00041矩400x200x6x6Q235B0.7447056.005182.2315155.991.0001.00042矩400x200x6x6Q235B1.2637056.005182.2315155.991.0001.00043矩400x200x6x6Q235B0.8337056.005182.2315155.991.0001.00044矩400x200x6x6Q235B0.8637056.005182.2315155.991.0001.00045矩400x200x6x6Q235B0.5947056.005182.2315155.992.1082.10846矩400x200x6x6Q235B0.6587056.005182.2315155.991.9021.90247矩400x200x6x6Q235B0.6897056.005182.2315155.991.0001.00048矩400x200x6x6Q235B0.6127056.005182.2315155.992.11428.63649矩400x200x6x6Q235B0.6817056.005182.2315155.991.89825.71150矩400x200x6x6Q235B0.6547056.005182.2315155.993.08626.78351矩400x200x6x6Q235B0.6497056.005182.2315155.993.11227.00552矩400x200x6x6Q235B0.7167056.005182.2315155.992.82024.47753矩400x200x6x6Q235B0.6137056.005182.2315155.993.17728.55554矩400x200x6x6Q235B0.6297056.005182.2315155.993.09927.85755矩400x200x6x6Q235B0.7067056.005182.2315155.992.75924.79956矩400x200x6x6Q235B0.7717056.005182.2315155.992.47922.72357矩400x200x6x6Q235B0.5887056.005182.2315155.993.25129.79758矩400x200x6x6Q235B0.5527056.005182.2315155.993.45931.70459矩400x200x6x6Q235B0.7687056.005182.2315155.992.47522.80660矩400x200x6x6Q235B1.1337056.005182.2315155.991.67815.46261矩400x200x6x6Q235B0.7397056.005182.2315155.992.59423.70162矩400x200x6x6Q235B0.4607056.005182.2315155.994.17038.10663矩400x200x6x6Q235B0.7187056.005182.2315155.992.66924.38764矩400x200x6x6Q235B0.5197056.005182.2315155.993.77633.73165矩400x200x6x6Q235B0.5827056.005182.2315155.993.36830.08566矩400x200x6x6Q235B0.8597056.005182.2315155.992.28220.38467矩400x200x6x6Q235B0.6417056.005182.2315155.993.18127.32868矩400x200x6x6Q235B0.7167056.005182.2315155.992.84824.46769矩400x200x6x6Q235B0.6827056.005182.2315155.992.99025.68570矩400x200x6x6Q235B0.8317056.005182.2315155.992.14721.07371矩400x200x6x6Q235B0.4847056.005182.2315155.993.68736.18572矩400x200x6x6Q235B0.4707056.005182.2315155.993.80137.30073矩400x200x6x6Q235B0.7437056.005182.2315155.991.00023.58274矩400x200x6x6Q235B0.7717056.005182.2315155.991.0001.00075矩400x200x6x6Q235B0.6007056.005182.2315155.991.0001.00076矩400x200x6x6Q235B0.9837056.005182.2315155.991.0001.00077矩400x200x6x6Q235B1.0157056.005182.2315155.991.0001.00078矩400x200x6x6Q235B1.6667056.005182.2315155.991.0001.00079矩400x200x6x6Q235B2.2877056.005182.2315155.991.0002.06980矩400x200x6x6Q235B2.4457056.005182.2315155.991.0001.93581矩400x200x6x6Q235B1.8027056.005182.2315155.991.0002.12082矩400x200x6x6Q235B2.0187056.005182.2315155.991.0001.89383矩400x200x6x6Q235B1.6047056.005182.2315155.991.0002.13584矩400x200x6x6Q235B1.8207056.005182.2315155.991.0001.88185矩400x200x6x6Q235B1.6827056.005182.2315155.991.0002.09786矩400x200x6x6Q235B1.8457056.005182.2315155.991.0001.91287矩400x200x6x6Q235B2.0397056.005182.2315155.991.0002.02688矩400x200x6x6Q235B2.0927056.005182.2315155.991.0001.97589矩400x200x6x6Q235B2.7017056.005182.2315155.991.0001.95290矩400x200x6x6Q235B2.5727056.005182.2315155.991.0002.05091矩400x200x6x6Q235B3.5507056.005182.2315155.991.0001.86392矩400x200x6x6Q235B3.0657056.005182.2315155.991.0002.15893矩400x200x8x8Q235B3.6889344.006732.2519844.571.0001.89794矩400x200x8x8Q235B4.0759344.006732.2519844.571.0001.00095矩400x200x8x8Q235B3.3089344.006732.2519844.571.0002.11596矩400x200x8x8Q235B3.6749344.006732.2519844.571.0001.00097矩400x200x8x8Q235B3.0239344.006732.2519844.571.0002.00098矩400x200x8x8Q235B3.6259344.006732.2519844.571.0001.00099矩400x200x8x8Q235B3.0959344.006732.2519844.571.0002.009100矩400x200x8x8Q235B3.0239344.006732.2519844.571.0002.000101矩400x200x8x8Q235B3.6259344.006732.2519844.571.0001.000102矩400x200x8x8Q235B3.1239344.006732.2519844.571.0001.991103矩400x250x12x12Q235B1.78315024.0015914.7233220.281.0002.122104矩400x250x12x12Q235B2.00015024.0015914.7233220.281.0001.892105矩400x250x12x12Q235B1.73315024.0015914.7233220.281.0009.771106矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912107矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912108矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912109矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912110矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912111矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912112矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912113矩400x250x12x12Q235B1.90015024.0015914.7233220.281.0008.912114矩400x250x12x12Q235B2.00015024.0015914.7233220.281.0001.812115矩400x250x12x12Q235B1.62515024.0015914.7233220.281.0002.231116矩300x300x14x14Q355B4.00016016.0021886.4021886.401.0781.078117矩300x300x14x14Q355B4.00016016.0021886.4021886.401.0751.075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矩形管截面矩300x300x14x1422矩形管截面矩400x250x12x12133矩形管截面矩400x200x8x8104矩形管截面矩400x200x6x692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:一般梁单元（欧拉梁）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：1.100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四级四级计算简图计算简图（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刚性刚性刚性刚性刚性刚性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)Q355B-1Q355206.0000.3001.20e-05按规范7.85e-06Q235B-1Q235206.0000.3001.20e-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)1矩400x200x6x6Q235B-19289.9034979.6882矩400x200x8x8Q235B-11034.2602513.0033矩400x250x12x12Q235B-11324.3412870.7794矩300x300x14x14Q355B-128.0001005.805117根156.505m11369kg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122活033风0风压44风0风吸荷载信息(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双向杆件--0.3002活2双向杆件--0.5003风3双向杆件-2.0000.4004风4双向杆件2.0000.400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双向杆件0.300否恒荷载工况0杆件导荷载分布图（整体）活荷载活荷载2(1)活荷载2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双向杆件0.500否活荷载工况2杆件导荷载分布图（整体）风荷载基本参数基本风压：0.40(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：0.01参考点高度Z0（m）：-4.00风压高度变化修正系数：1.00风荷载3(1)风荷载3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双向杆件0.400-2.000自动计算风荷载工况3体型系数分布图（整体）风荷载4(1)风荷载4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双向杆件0.4002.000自动计算风荷载工况4体型系数分布图（整体）地震作用计算依据：GB50011地震烈度：6度0.05g场地类别：Ⅱ类设计地震分组：第一组特征周期值(s)：0.35多遇水平地震影响系数最大值：0.04罕遇水平地震影响系数最大值：0.28计算振型数：9结构阻尼比：钢：0.02砼：0.05钢砼：0.04铝合金：0.02周期折减系数：1按双向地震作用考虑耦合：否振型组合方法：CQC计算竖向地震作用：否荷载组合(1)1.300恒载+1.50活载2(2)1.300恒载+1.50风载3(3)1.300恒载+1.50风载4(4)1.300恒载+1.50活载2+1.50x0.60风载3(5)1.300恒载+1.50活载2+1.50x0.60风载4(6)1.300恒载+1.50x0.70活载2+1.50风载3(7)1.300恒载+1.50x0.70活载2+1.50风载4(8)1.300恒载+1.50x0.70活载2+1.50x0.60风载3(9)1.300恒载+1.50x0.70活载2+1.50x0.60风载4(10)1.200恒载+1.20x0.50活载2+1.300水平地震(11)1.000恒载+1.50风载3(12)1.000恒载+1.50风载4(13)1.000恒载+1.00x0.50活载2+1.300水平地震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10.54320.874%34.182%0.012%20.3660.086%0.466%0.064%30.27955.951%34.486%0.043%40.2620.061%0.087%28.076%50.19812.857%19.931%0.045%60.1510.005%0.000%0.078%70.1314.216%6.638%0.012%80.1115.588%3.693%0.090%90.0950.027%0.000%40.862%合计99.665%99.484%69.282%线性计算结果线性反力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N1N2N3M1M2M392N1最大3112.915-10.037-43.53413.78616.891-0.18292N2最大61-51.42439.966213.016-53.330-68.4760.73492N3最大61-51.42439.966213.016-53.330-68.4760.73492M1最大3112.915-10.037-43.53413.78616.891-0.18292M2最大3112.915-10.037-43.53413.78616.891-0.18292M3最大61-51.42439.966213.016-53.330-68.4760.73492合力最大61-51.42439.966213.016-53.330-68.4760.73492N1最小61-51.42439.966213.016-53.330-68.4760.73492N2最小3112.915-10.037-43.53413.78616.891-0.18292N3最小3112.915-10.037-43.53413.78616.891-0.18292M1最小61-51.42439.966213.016-53.330-68.4760.73492M2最小61-51.42439.966213.016-53.330-68.4760.73492M3最小3112.915-10.037-43.53413.78616.891-0.18291N1最大6151.424-39.966222.12561.88959.7450.80591N2最大31-12.91510.037-47.633-15.126-15.330-0.20091N3最大6151.424-39.966222.12561.88959.7450.80591M1最大6151.424-39.966222.12561.88959.7450.80591M2最大6151.424-39.966222.12561.88959.7450.80591M3最大6151.424-39.966222.12561.88959.7450.80591合力最大6151.424-39.966222.12561.88959.7450.80591N1最小31-12.91510.037-47.633-15.126-15.330-0.20091N2最小6151.424-39.966222.12561.88959.7450.80591N3最小31-12.91510.037-47.633-15.126-15.330-0.20091M1最小31-12.91510.037-47.633-15.126-15.330-0.20091M2最小31-12.91510.037-47.633-15.126-15.330-0.20091M3最小31-12.91510.037-47.633-15.126-15.330-0.200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M311161210.000114.29227.63721.479-0.430-53.16878.03921171210.000107.170-27.637-21.479-0.39256.773-74.12431131210.00030.842-57.9860.0590.045-0.118-11800030.62159.5100.096-0.6260.057-17.60051121210.00030.31325.083-0.1150.2980.12135.09361071210.00030.24029.0750.1130.434-0.10536.88471061210.00029.81310.6180.1351.578-0.16756.20081111210.00029.758-12.077-0.0480.6700.00732.11791081210.00029.2792.0920.1172.180-0.15060.687101101210.00029.168-5.2600.0041.379-0.02551.416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M31116614.000-318.023-73.830-57.3791.156-88.81085.8122117614.000-304.74973.83057.3791.05476.609-98.2783113610.000-82.391161.010-0.157-0.5240.317333.5214105610.000-81.801-161.531-0.2591.786-0.15255.5825112610.000-80.977-69.9980.307-1.108-0.322-93.5436107610.000-80.783-79.842-0.301-1.0600.281-95.9147106610.000-79.642-30.882-0.362-3.9620.447-154.8838111610.000-79.49637.5080.128-2.016-0.020-85.4299108610.000-78.218-6.493-0.314-5.5560.400-171.65010110610.000-77.91917.689-0.010-3.7320.068-143.953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M31116610.000-311.612-73.830-57.3791.156140.707-209.5102117614.000-304.74973.83057.3791.05476.609-98.278378610.000-8.7910.478-2.5484.4792.5497.845477611.015-9.1333.3540.6030.7181.69811.155592610.0005.795-6.640-0.8995.1481.402-6.723697610.0005.089-7.332-0.9025.6891.352-6.53171061040.000-25.410-10.300-0.986-1.0471.337-53.731838610.000-8.0394.847-1.2772.8921.3248.940937610.853-8.1164.8470.6280.7331.3249.36810100613.0235.175-22.1610.825-5.5481.28938.137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M31117610.000-298.33873.83057.3791.054-152.908197.0442116614.000-318.023-73.830-57.3791.156-88.81085.812340610.000-7.336-0.7503.494-4.157-2.8962.900439610.962-7.4730.771-3.2274.200-2.8612.9725103610.0009.773-1.3141.728-1.690-2.031-13.236676610.000-8.6757.9502.918-3.333-1.78422.111778611.666-8.791-3.354-2.5484.479-1.69810.241836610.000-7.7268.8132.563-2.736-1.53321.134942611.263-7.838-8.769-2.1421.838-1.46521.125101051041.733-25.513-57.197-1.1291.441-1.374113.018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M31105611.733-81.801-171.883-0.2591.786-0.601344.4892113610.000-82.391161.010-0.157-0.5240.317333.5213117610.000-298.33873.83057.3791.054-152.908197.0444104612.00010.814-65.210-0.073-3.335-0.094104.5245114612.00010.126-62.697-0.115-0.335-0.32696.232694614.0752.998-38.2530.332-5.4970.65591.4257116614.000-318.023-73.830-57.3791.156-88.81085.812893613.6881.577-35.0670.5115.7090.96180.3829101613.6252.931-37.3680.402-5.9410.74580.1501098613.6253.019-37.263-0.5876.183-1.15779.432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M31116610.000-311.612-73.830-57.3791.156140.707-209.5102109611.267-77.354-0.181-0.190-5.229-0.005-171.7923108610.000-78.218-6.493-0.314-5.5560.400-171.6504110611.900-77.9198.306-0.010-3.7320.048-168.6485106610.000-79.642-30.882-0.362-3.9620.447-154.8836111611.900-79.49627.5990.128-2.0160.224-147.28171051211.73330.62162.7430.096-0.6260.224-123.53481131210.00030.842-57.9860.0590.045-0.118-118.1439117614.000-304.74973.83057.3791.05476.609-98.27810107610.000-80.783-79.842-0.301-1.0600.281-95.914线性位移线性最大位移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4组合6(恒0+0.7活2+风3)2.0121.511-0.5152.569Y方向位移最大77组合6(恒0+0.7活2+风3)1.3932.05311.13311.406Z方向位移最大78组合6(恒0+0.7活2+风3)1.5352