觀景平臺上部結(jié)構(gòu)計算書

空間結(jié)構(gòu)計算書項目編號：空間結(jié)構(gòu)No.1項目名稱：空間結(jié)構(gòu)

目錄TOC\o"1-3"\f0\h\z\u1 設(shè)計依據(jù) 22 軟件信息 33 結(jié)構(gòu)信息 33.1 總體信息 33.2 幾何信息 33.3 計算參數(shù) 63.4 設(shè)計參數(shù) 64 計算簡圖 75 材料信息 85.1 材料特性 85.2 材料統(tǒng)計 86 荷載與組合 86.1 工況信息 96.2 荷載信息 96.3 荷載組合 127 周期與振型 127.1 周期與質(zhì)量參與系數(shù) 128 線性計算結(jié)果 138.1 線性反力 138.2 線性內(nèi)力 178.3 線性位移 249 驗算結(jié)果 249.1 桿件應(yīng)力比限值分布圖 259.2 桿件應(yīng)力比分布圖 259.3 桿件驗算結(jié)果云圖 26設(shè)計依據(jù)《工程結(jié)構(gòu)通用規(guī)范》（GB55001-2021）《鋼結(jié)構(gòu)設(shè)計標準》(GB50017-2017)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)《建筑抗震設(shè)計規(guī)范》(GB50011-2010)(2016年版)《建筑與市政工程抗震通用規(guī)范》（GB55002-2021）《建筑地基基礎(chǔ)設(shè)計規(guī)范》(GB50007-2011)《建筑結(jié)構(gòu)可靠性設(shè)計統(tǒng)一標準》(GB50068-2018)《鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)范》(GB50936-2014)《鋼管混凝土結(jié)構(gòu)設(shè)計規(guī)程》(CECS28:2012)《矩形鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)程》(CECS159-2004)《鋼結(jié)構(gòu)焊接規(guī)范》(GB50661-2011)《鋼結(jié)構(gòu)高強度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)軟件信息3D3SDesign2021.5（上海同磊土木工程技術(shù)有限公司）結(jié)構(gòu)信息總體信息節(jié)點總數(shù)371支座總數(shù)8單元總數(shù)469材料種類1截面種類3荷載工況2幾何信息節(jié)點編號圖（整體）單元編號圖（整體）截面編號圖（整體）計算參數(shù)(1)動力特性計算計算振型數(shù):30振型類型:特征向量(2)線性計算梁單元屬性:一般梁單元（歐拉梁）梁抗扭慣性矩:自由扭轉(zhuǎn)慣性矩考慮P-Δ/二階效應(yīng)：否設(shè)計參數(shù)結(jié)構(gòu)重要性系數(shù)：1.000支撐臨界角：15.000°抗震等級結(jié)構(gòu)類型抗震等級構(gòu)造措施的抗震等級鋼框架三級三級計算簡圖計算簡圖（整體）注：藍色單元為普通單元，綠色單元為連接單元，綠色實心圓為支座，黃色實心圓為主從節(jié)點的主節(jié)點支座信息表（單位:剛度：kN/mmkN*mm/rad位移：mmrad）支座類型平動1平動2平動3轉(zhuǎn)動R1轉(zhuǎn)動R2轉(zhuǎn)動R31剛性剛性剛性剛性剛性剛性材料信息材料特性名稱材料彈性模量(kN/mm2)泊松比線膨脹系數(shù)設(shè)計強度(MPa)質(zhì)量密度(kg/mm3)Q235B-1Q235206.0000.3001.20e-05按規(guī)范7.85e-06材料統(tǒng)計鋼匯總表序號截面材性數(shù)量長度(m)重量(kg)1矩300x200x10x10Q235B-1427398.22830010.4952φ351x12Q235B-12269.3006952.3833T150x180x10x10Q235B-12032.000803.840469根499.528m37767kg荷載與組合工況信息序號工況號荷載類型自重系數(shù)荷載說明10恒121活0荷載信息(1)桿件導(dǎo)荷載列表(力：kN；分布力：kN/m；彎矩：kN.m；分布彎矩：kN.m/m)序號荷載類型工況導(dǎo)荷方式體型系數(shù)面荷載值(基本風壓)1恒0雙向桿件--5.0002活1雙向桿件--3.5003恒0雙向桿件--2.0004活1雙向桿件--3.500恒荷載恒荷載0(1)恒荷載0桿件導(dǎo)荷載桿件荷載表序號導(dǎo)荷方式面荷載值kN/m2不均勻分布1雙向桿件5.000否2雙向桿件2.000否恒荷載工況0桿件導(dǎo)荷載分布圖（整體）活荷載活荷載1(1)活荷載1桿件導(dǎo)荷載桿件荷載表序號導(dǎo)荷方式面荷載值kN/m2不均勻分布1雙向桿件3.500否2雙向桿件3.500否活荷載工況1桿件導(dǎo)荷載分布圖（整體）地震作用計算依據(jù)：《建筑抗震設(shè)計規(guī)范》(GB50011-2010)(2016年版)地震烈度：6度0.05g場地類別：Ⅱ類設(shè)計地震分組：第一組特征周期值(s)：0.35多遇水平地震影響系數(shù)最大值：0.04罕遇水平地震影響系數(shù)最大值：0.28計算振型數(shù)：30結(jié)構(gòu)阻尼比：0.04周期折減系數(shù)：1按雙向地震作用考慮耦聯(lián)：否振型組合方法：CQC計算豎向地震作用：否荷載組合(1)1.300恒載+1.400水平地震(2)1.000恒載+1.400水平地震(3)1.300恒載+1.50活載1(4)1.300恒載+1.30x0.50活載1+1.400水平地震(5)1.000恒載+1.00x0.50活載1+1.400水平地震周期與振型周期與質(zhì)量參與系數(shù)振型周期(s)X向質(zhì)量參與系數(shù)Y向質(zhì)量參與系數(shù)Z向質(zhì)量參與系數(shù)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%合計99.352%99.236%40.329%線性計算結(jié)果線性反力支座節(jié)點編號圖（整體）最不利反力線性組合最不利反力表(標準值)(單位：kN、kN.m)節(jié)點號控制組合號組合序號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線性內(nèi)力線性組合包絡(luò)線性組合軸力N最大包絡(luò)云圖:kN（整體）軸力N最大的前10個單元的內(nèi)力（單位：m,kN,kN.m）序號單元號組合號組合序號位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩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線性組合軸力N最小包絡(luò)云圖:kN（整體）軸力N最小的前10個單元的內(nèi)力（單位：m,kN,kN.m）序號單元號組合號組合序號位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩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線性組合彎矩M2最大包絡(luò)云圖:kN.m（整體）彎矩M2最大的前10個單元的內(nèi)力（單位：m,kN,kN.m）序號單元號組合號組合序號位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩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線性組合彎矩M2最小包絡(luò)云圖:kN.m（整體）彎矩M2最小的前10個單元的內(nèi)力（單位：m,kN,kN.m）序號單元號組合號組合序號位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩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線性組合彎矩M3最大包絡(luò)云圖:kN.m（整體）彎矩M3最大的前10個單元的內(nèi)力（單位：m,kN,kN.m）序號單元號組合號組合序號位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩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線性組合彎矩M3最小包絡(luò)云圖:kN.m（整體）彎矩M3最小的前10個單元的內(nèi)力（單位：m,kN,kN.m）序號單元號組合號組合序號位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩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線性位移線性最大位移線性組合最大最小位移表最不利項節(jié)點組合名UxUyUzUxyzX方向位移最大19組合4-情況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組合4-情況3(恒0+0.5活1+水平地震)5.1222.636-9.49111.102Z方向位移最大353組合4-情況3(恒0+0.5活1+水平地震)0.6310.8341.2911.661空間位移最大318組合3(恒0+活1)0.377-0.045-26.05826.060X方向位移最小96組合1-情況2(恒0+水平地震)-1.901-1.326-12.37012.585Y方向位移最小17組合4-情況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組合3(恒0+活1)0.377-0.045-26.05826.060線性組合最大最小位移圖（整體）驗算結(jié)果桿件應(yīng)力比限值分布圖應(yīng)力比限值表序號應(yīng)力比下限應(yīng)力比上限101應(yīng)力比限值分布圖（整體）桿件應(yīng)力比分布圖桿件驗算結(jié)果云圖強度應(yīng)力比按“強度應(yīng)力比”顯示構(gòu)件顏色（整體）“強度應(yīng)力比”最大的前10個單元的驗算結(jié)果（所在組合號／情況號）序號單元號強度繞2軸穩(wěn)定繞3軸穩(wěn)定沿2軸抗剪沿3軸抗剪沿2軸長細比沿3軸長細比驗算結(jié)果13200.939(3/1)0.6910.9390.1610.0013324滿足23220.909(3/1)0.58