观景平台上部结构计算书

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"\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 63.4 设计参数 64 计算简图 75 材料信息 85.1 材料特性 85.2 材料统计 86 荷载与组合 86.1 工况信息 96.2 荷载信息 96.3 荷载组合 127 周期与振型 127.1 周期与质量参与系数 128 线性计算结果 138.1 线性反力 138.2 线性内力 178.3 线性位移 249 验算结果 249.1 杆件应力比限值分布图 259.2 杆件应力比分布图 259.3 杆件验算结果云图 26设计依据《工程结构通用规范》（GB55001-2021）《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3D3SDesign2021.5（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371支座总数8单元总数469材料种类1截面种类3荷载工况2几何信息节点编号图（整体）单元编号图（整体）截面编号图（整体）计算参数(1)动力特性计算计算振型数:30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：1.000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三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)Q235B-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300x200x10x10Q235B-1427398.22830010.4952φ351x12Q235B-12269.3006952.3833T150x180x10x10Q235B-12032.000803.840469根499.528m37767kg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双向杆件--5.0002活1双向杆件--3.5003恒0双向杆件--2.0004活1双向杆件--3.500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5.000否2双向杆件2.000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双向杆件3.500否2双向杆件3.500否活荷载工况1杆件导荷载分布图（整体）地震作用计算依据：《建筑抗震设计规范》(GB50011-2010)(2016年版)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：30结构阻尼比：0.04周期折减系数：1按双向地震作用考虑耦联：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+1.400水平地震(2)1.000恒载+1.400水平地震(3)1.300恒载+1.50活载1(4)1.300恒载+1.30x0.50活载1+1.400水平地震(5)1.000恒载+1.00x0.50活载1+1.400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10.60749.975%1.992%0.018%20.5389.871%71.815%0.009%30.43825.333%11.375%0.030%40.2370.283%1.528%1.188%50.2110.693%0.195%0.048%60.2051.072%0.018%10.372%70.1902.241%0.092%3.021%80.1834.575%0.200%0.028%90.1770.969%7.002%0.946%100.1610.000%0.120%5.460%110.1570.363%1.129%0.313%120.1540.133%0.035%2.514%130.1410.197%1.049%0.699%140.1350.081%0.446%0.038%150.1350.367%0.088%5.206%160.1310.268%0.015%1.001%170.1260.692%0.000%0.157%180.1240.144%1.171%0.644%190.1210.456%0.074%0.468%200.1150.116%0.035%0.065%210.1130.423%0.034%0.845%220.1080.333%0.196%0.444%230.1050.012%0.396%0.533%240.1000.514%0.065%0.092%250.0990.000%0.004%1.915%260.0960.029%0.003%3.143%270.0940.020%0.007%0.010%280.0910.092%0.056%0.898%290.0900.082%0.065%0.219%300.0890.018%0.033%0.004%合计99.352%99.236%40.329%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N1N2N3M1M2M3348N1最大12-7.34116.832191.150-19.784-4.2940.889348N2最大44-11.76423.355226.522-29.227-27.068-0.611348N3最大31-19.03222.544295.340-22.540-22.737-0.151348M1最大13-15.9948.906198.200-3.169-6.0350.408348M2最大12-7.34116.832191.150-19.784-4.2940.889348M3最大12-7.34116.832191.150-19.784-4.2940.889348合力最大31-19.03222.544295.340-22.540-22.737-0.151348N1最小41-20.41715.429233.571-12.611-28.809-1.092348N2最小13-15.9948.906198.200-3.169-6.0350.408348N3最小14-8.32919.079171.203-24.999-22.945-0.579348M1最小44-11.76423.355226.522-29.227-27.068-0.611348M2最小41-20.41715.429233.571-12.611-28.809-1.092348M3最小41-20.41715.429233.571-12.611-28.809-1.092347N1最大120.65212.032107.495-16.1853.8660.938347N2最大44-9.97318.309137.890-26.330-17.460-0.624347N3最大31-7.26713.712182.609-14.361-10.777-0.121347M1最大130.0151.180124.8295.7362.4820.459347M2最大120.65212.032107.495-16.1853.8660.938347M3最大120.65212.032107.495-16.1853.8660.938347合力最大31-7.26713.712182.609-14.361-10.777-0.121347N1最小41-10.6107.457155.224-4.409-18.844-1.104347N2最小130.0151.180124.8295.7362.4820.459347N3最小14-8.44815.663103.723-23.621-15.268-0.599347M1最小44-9.97318.309137.890-26.330-17.460-0.624347M2最小41-10.6107.457155.224-4.409-18.844-1.104347M3最小41-10.6107.457155.224-4.409-18.844-1.104346N1最大429.379-41.199462.41839.88111.4851.101346N2最大146.798-27.411389.42521.656-4.640-0.292346N3最大315.257-55.661567.45958.5311.6830.217346M1最大431.850-52.999457.50362.7348.2240.598346M2最大128.756-30.895366.42228.99011.5581.059346M3最大429.379-41.199462.41839.88111.4851.101346合力最大315.257-55.661567.45958.5311.6830.217346N1最小11-0.732-39.212384.51044.509-7.902-0.795346N2最小315.257-55.661567.45958.5311.6830.217346N3最小131.227-42.696361.50751.8438.2960.556346M1最小146.798-27.411389.42521.656-4.640-0.292346M2最小41-0.109-49.515480.50755.400-7.974-0.753346M3最小11-0.732-39.212384.51044.509-7.902-0.795345N1最大12-0.632-4.920279.3752.9961.8181.151345N2最大14-8.582-1.723279.632-3.234-14.921-0.278345N3最大31-7.807-14.136431.89315.855-11.9210.307345M1最大43-3.297-18.234363.62225.508-2.8490.706345M2最大12-0.632-4.920279.3752.9961.8181.151345M3最大42-1.877-7.692352.8866.141-0.2061.213345合力最大31-7.807-14.136431.89315.855-11.9210.307345N1最小41-11.247-15.038363.87919.279-19.588-0.722345N2最小43-3.297-18.234363.62225.508-2.8490.706345N3最小12-0.632-4.920279.3752.9961.8181.151345M1最小14-8.582-1.723279.632-3.234-14.921-0.278345M2最小41-11.247-15.038363.87919.279-19.588-0.722345M3最小11-10.003-12.266290.36816.133-17.564-0.785344N1最大121.0225.160309.612-13.6713.3041.356344N2最大44-2.4867.165407.106-19.931-9.606-0.126344N3最大31-2.2725.487485.929-12.713-9.0880.541344M1最大13-0.8891.641309.599-0.600-3.7550.913344M2最大121.0225.160309.612-13.6713.3041.356344M3最大420.6335.883394.663-15.3021.6991.455344合力最大31-2.2725.487485.929-12.713-9.0880.541344N1最小41-4.3973.646407.092-6.860-16.665-0.569344N2最小13-0.8891.641309.599-0.600-3.7550.913344N3最小13-0.8891.641309.599-0.600-3.7550.913344M1最小44-2.4867.165407.106-19.931-9.606-0.126344M2最小41-4.3973.646407.092-6.860-16.665-0.569344M3最小11-4.0082.923322.041-5.229-15.061-0.668343N1最大4225.87617.137447.909-15.07030.7341.263343N2最大4419.44024.485495.277-31.05618.352-0.313343N3最大3121.91724.034583.511-24.81118.7470.335343M1最大1312.3699.420363.809-4.0988.9120.790343M2最大4225.87617.137447.909-15.07030.7341.263343M3最大4225.87617.137447.909-15.07030.7341.263343合力最大3121.91724.034583.511-24.81118.7470.335343N1最小115.93416.768411.177-20.083-3.470-0.786343N2最小1312.3699.420363.809-4.0988.9120.790343N3最小1221.86712.416345.263-10.24827.3241.199343M1最小4419.44024.485495.277-31.05618.352-0.313343M2最小115.93416.768411.177-20.083-3.470-0.786343M3最小115.93416.768411.177-20.083-3.470-0.786342N1最大12-0.1329.441195.553-12.8304.1851.181342N2最大44-8.50112.472213.777-17.234-10.948-0.346342N3最大31-12.4329.173250.132-8.044-17.3770.290342M1最大13-9.4760.545155.1745.629-14.1480.751342M2最大12-0.1329.441195.553-12.8304.1851.181342M3最大42-2.42811.217239.324-14.3240.9661.240342合力最大31-12.4329.173250.132-8.044-17.3770.290342N1最小41-17.8453.576173.3981.226-29.281-0.776342N2最小13-9.4760.545155.1745.629-14.1480.751342N3最小11-15.5501.800129.6282.720-26.062-0.834342M1最小44-8.50112.472213.777-17.234-10.948-0.346342M2最小41-17.8453.576173.3981.226-29.281-0.776342M3最小11-15.5501.800129.6282.720-26.062-0.834341N1最大4222.459-0.202265.037-2.16326.7501.245341N2最大1410.4252.549192.660-7.0836.397-0.252341N3最大3121.635-5.152301.1757.19720.1140.394341M1最大4320.067-9.659258.97116.90421.8450.784341M2最大4222.459-0.202265.037-2.16326.7501.245341M3最大4222.459-0.202265.037-2.16326.7501.245341合力最大3121.635-5.152301.1757.19720.1140.394341N1最小118.034-6.908186.59311.9841.492-0.714341N2最小4320.067-9.659258.97116.90421.8450.784341N3最小118.034-6.908186.59311.9841.492-0.714341M1最小1410.4252.549192.660-7.0836.397-0.252341M2最小118.034-6.908186.59311.9841.492-0.714341M3最小118.034-6.908186.59311.9841.492-0.714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M312310.00099.368-18.502-0.322-15.29013.055-28.26821310.00096.317-16.14717.829-20.608-0.009-32.55133310.00094.087-15.981-16.902-11.16919.480-19.73144310.00079.550-10.572-32.176-6.90020.843-10.779523310.00062.454-31.079-12.828-22.03610.986-36.6056312310.00061.425-6.79022.88426.671-24.061-40.01675310.00057.049-3.478-42.655-1.92417.722-3.824824310.00055.709-27.513-16.072-17.00212.568-26.907965310.00053.59434.2660.07210.994-6.98636.38310311310.00053.40911.17838.00215.77812.935-42.321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M31425313.150-799.623-30.09533.1330.46234.18325.7352428313.150-776.096-7.084-76.4810.298-80.4472.1593426313.150-665.7293.1097.4220.74317.179-12.4564418313.150-661.7003.1097.4220.743-6.200-2.6635427313.150-590.86510.647-19.4860.424-21.870-16.3076417313.150-488.667-21.68640.9730.56872.36848.0197423313.150-411.623-29.830-7.1240.546-9.96627.7468430313.150-406.06926.11631.017-0.20930.993-31.2079412313.150-352.58525.22512.4891.67037.977-30150-346.4546.266-63.152-1.355-138.589-9.319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M31428310.000-772.067-7.084-76.4810.298160.468-20.1552417313.150-488.667-21.68640.9730.56872.36848.0193420430.000-270.7146.530-56.705-0.24960.86612.0134410310.000-184.26520.604-16.2472.08359.74038.2855419310.000-301.4448.350-39.563-1.11159.475-4.3216422313.150-98.345-1.97718.192-0.90048.644-25.3947421443.150-86.88828.73823.0390.77148.137-37.3878414310.000-122.58822.996-22.7872.93345.56536.3629411313.150-309.211-17.24512.7950.55242.78419.06610427430.000-469.2043.960-24.3910.96442.41218.601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M31420313.150-346.4546.266-63.152-1.355-138.589-9.3192428433.150-593.359-2.126-69.6640.820-83.06411.3383425310.000-795.595-30.09533.1330.462-70.185-69.0654430310.000-402.04126.11631.017-0.209-66.71251.0575419313.150-305.4738.350-39.563-1.111-65.149-30.6236417310.000-484.638-21.68640.9740.568-56.698-20.2927429440.000-174.17313.38824.525-0.865-41.59218.5958416310.000-271.72130.73323.3310.085-37.57040.5729427433.150-473.2323.960-24.3910.964-34.440-2.99810418440.000-521.8023.2819.500-0.221-33.2548.014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M31320310.000-0.462100.255-0.0505.0720.302170.2672322310.000-9.89279.558-2.211-2.2243.348160.1063459310.000-0.77786.304-0.414-3.9220.692154.9494325310.000-1.63972.031-0.0274.6630.541145.9535339310.000-9.19791.347-1.5922.6822.223144.9386328310.000-8.42966.784-1.226-2.2591.638142.134790311.900-20.807-108.4192.1516.2731.826134.6618397310.000-1.68867.1910.6981.991-0.897132.6529319310.000-0.11379.173-1.281-2.8800.970131.82010191311.900-35.926-117.3072.60110.1622.894131.481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M31339313.307-9.19746.113-1.5922.682-3.041-99.847288312.650-25.53355.305-4.3653.038-6.500-93.015389312.650-26.96945.1939.355-0.97512.528-92.5064340315.090-28.230-0.5010.249-5.2830.290-88.6625337312.65030.66450.416-1.61019.713-2.457-78.6646196312.65023.00551.8531.02412.9712.661-77.579785310.0002.126-35.704-2.988-2.8644.214-76.8038186310.00010.897-26.468-5.470-3.6087.100-72.8489191310.000-35.926-94.9492.60110.162-2.049-70.53310425310.000-795.595-30.09533.1330.462-70.185-69.065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19组合4-情况1(恒0+0.5活1+水平地震)7.605-1.375-15.09116.955Y方向位移最大119组合4-情况3(恒0+0.5活1+水平地震)5.1222.636-9.49111.102Z方向位移最大353组合4-情况3(恒0+0.5活1+水平地震)0.6310.8341.2911.661空间位移最大318组合3(恒0+活1)0.377-0.045-26.05826.060X方向位移最小96组合1-情况2(恒0+水平地震)-1.901-1.326-12.37012.585Y方向位移最小17组合4-情况4(恒0+0.5活1+水平地震)3.234-6.105-15.59717.059Z方向位移最小318组合3(恒0+活1)0.377-0.045-26.05826.060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13200.939(3/1)0.6910.9390.1610.0013324满足23220.909(3/1)0.58