空間結構計算書項目編號：空間結構No.1項目名稱：空間結構

目錄TOC\o"1-3"\f0\h\z\u1 設計依據 22 軟件信息 33 結構信息 33.1 總體信息 33.2 幾何信息 33.3 計算參數 63.4 設計參數 64 計算簡圖 75 材料信息 85.1 材料特性 85.2 材料統計 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 周期與質量參與系數 128 線性計算結果 138.1 線性反力 138.2 線性內力 178.3 線性位移 249 驗算結果 249.1 桿件應力比限值分布圖 259.2 桿件應力比分布圖 259.3 桿件驗算結果云圖 26設計依據《工程結構通用規范》（GB55001-2021）《鋼結構設計標準》(GB50017-2017)《建筑結構荷載規范》(GB50009-2012)《建筑抗震設計規范》(GB50011-2010)(2016年版)《建筑與市政工程抗震通用規范》（GB55002-2021）《建筑地基基礎設計規范》(GB50007-2011)《建筑結構可靠性設計統一標準》(GB50068-2018)《鋼管混凝土結構技術規范》(GB50936-2014)《鋼管混凝土結構設計規程》(CECS28:2012)《矩形鋼管混凝土結構技術規程》(CECS159-2004)《鋼結構焊接規范》(GB50661-2011)《鋼結構高強度螺栓連接技術規程》(JGJ82-2011)軟件信息3D3SDesign2021.5（上海同磊土木工程技術有限公司）結構信息總體信息節點總數371支座總數8單元總數469材料種類1截面種類3荷載工況2幾何信息節點編號圖（整體）單元編號圖（整體）截面編號圖（整體）計算參數(1)動力特性計算計算振型數: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:自由扭轉慣性矩考慮P-Δ/二階效應：否設計參數結構重要性系數：1.000支撐臨界角：15.000°抗震等級結構類型抗震等級構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點的主節點支座信息表（單位:剛度：kN/mmkN*mm/rad位移：mmrad）支座類型平動1平動2平動3轉動R1轉動R2轉動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)泊松比線膨脹系數設計強度(MPa)質量密度(kg/mm3)Q235B-1Q235206.0000.3001.20e-05按規范7.85e-06材料統計鋼匯總表序號截面材性數量長度(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荷載說明10恒121活0荷載信息(1)桿件導荷載列表(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荷方式體型系數面荷載值(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桿件導荷載桿件荷載表序號導荷方式面荷載值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桿件導荷載分布圖（整體）活荷載活荷載1(1)活荷載1桿件導荷載桿件荷載表序號導荷方式面荷載值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桿件導荷載分布圖（整體）地震作用計算依據：《建筑抗震設計規范》(GB50011-2010)(2016年版)地震烈度：6度0.05g場地類別：Ⅱ類設計地震分組：第一組特征周期值(s)：0.35多遇水平地震影響系數最大值：0.04罕遇水平地震影響系數最大值：0.28計算振型數：30結構阻尼比：0.04周期折減系數：1按雙向地震作用考慮耦聯：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量參與系數振型周期(s)X向質量參與系數Y向質量參與系數Z向質量參與系數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%線性計算結果線性反力支座節點編號圖（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線性內力線性組合包絡線性組合軸力N最大包絡云圖:kN（整體）軸力N最大的前10個單元的內力（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最小包絡云圖:kN（整體）軸力N最小的前10個單元的內力（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最大包絡云圖:kN.m（整體）彎矩M2最大的前10個單元的內力（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最小包絡云圖:kN.m（整體）彎矩M2最小的前10個單元的內力（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最大包絡云圖:kN.m（整體）彎矩M3最大的前10個單元的內力（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最小包絡云圖:kN.m（整體）彎矩M3最小的前10個單元的內力（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）驗算結果桿件應力比限值分布圖應力比限值表序號應力比下限應力比上限101應力比限值分布圖（整體）桿件應力比分布圖桿件驗算結果云圖強度應力比按“強度應力比”顯示構件顏色（整體）“強度應力比”最大的前10個單元的驗算結果（所在組合號／情況號）序號單元號強度繞2軸穩定繞3軸穩定沿2軸抗剪沿3軸抗剪沿2軸長細比沿3軸長細比驗算結果13200.939(3/1)0.6910.9390.1610.0013324滿足23220.909(3/1)0.58