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 113.4 設計參數 114 計算簡圖 125 材料信息 125.1 材料特性 125.2 材料統計 126 荷載與組合 136.1 工況信息 136.2 荷載信息 136.3 荷載組合 177 周期與振型 177.1 周期與質量參與系數 178 線性計算結果 178.1 線性反力 188.2 線性內力 188.3 線性位移 229 驗算結果 239.1 桿件應力比限值分布圖 239.2 桿件應力比分布圖 239.3 桿件驗算結果云圖 24設計依據《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3D3SDesign2021.1（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92支座總數2單元總數117材料種類2截面種類4荷載工況4幾何信息節點編號圖（整體）節點信息表節點號x坐標(m)y坐標(m)z坐標(m)備注節點號x坐標(m)y坐標(m)z坐標(m)備注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支座類型19222.580-8.824-4000.000支座類型1單元編號圖（整體）單元信息表（注：等肢角鋼的2、3軸分別對應u、v軸）單元號截面名稱材料名稱長度(m)面積(mm2)繞2軸慣性矩(×104mm4)繞3軸慣性矩(×104mm4)繞2軸計算長度系數繞3軸計算長度系數i節點釋放j節點釋放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截面編號圖（整體）截面信息表截面編號截面類型截面名稱構件總數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計算參數(1)動力特性計算計算振型數:9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：1.100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四級四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)Q355B-1Q355206.0000.3001.20e-05按規范7.85e-06Q235B-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400x200x6x6Q235B-19289.9034979.6882矩400x200x8x8Q235B-11034.2602513.0033矩400x250x12x12Q235B-11324.3412870.7794矩300x300x14x14Q355B-128.0001005.805117根156.505m11369kg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122活033風0風壓44風0風吸荷載信息(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--0.3002活2雙向桿件--0.5003風3雙向桿件-2.0000.4004風4雙向桿件2.0000.400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0.300否恒荷載工況0桿件導荷載分布圖（整體）活荷載活荷載2(1)活荷載2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0.500否活荷載工況2桿件導荷載分布圖（整體）風荷載基本參數基本風壓：0.40(kN/m2)地面粗糙度：B風計算用規范：《建筑結構荷載規范》(GB50009-2012)風荷載計算用阻尼比：0.01參考點高度Z0（m）：-4.00風壓高度變化修正系數：1.00風荷載3(1)風荷載3桿件導荷載桿件荷載表序號導荷方式基本風壓(kN/m2)體型系數風振系數1雙向桿件0.400-2.000自動計算風荷載工況3體型系數分布圖（整體）風荷載4(1)風荷載4桿件導荷載桿件荷載表序號導荷方式基本風壓(kN/m2)體型系數風振系數1雙向桿件0.4002.000自動計算風荷載工況4體型系數分布圖（整體）地震作用計算依據：GB50011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：9結構阻尼比：鋼：0.02砼：0.05鋼砼：0.04鋁合金：0.02周期折減系數：1按雙向地震作用考慮耦合：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+1.50活載2(2)1.300恒載+1.50風載3(3)1.300恒載+1.50風載4(4)1.300恒載+1.50活載2+1.50x0.60風載3(5)1.300恒載+1.50活載2+1.50x0.60風載4(6)1.300恒載+1.50x0.70活載2+1.50風載3(7)1.300恒載+1.50x0.70活載2+1.50風載4(8)1.300恒載+1.50x0.70活載2+1.50x0.60風載3(9)1.300恒載+1.50x0.70活載2+1.50x0.60風載4(10)1.200恒載+1.20x0.50活載2+1.300水平地震(11)1.000恒載+1.50風載3(12)1.000恒載+1.50風載4(13)1.000恒載+1.00x0.50活載2+1.300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10.54320.874%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%合計99.665%99.484%69.282%線性計算結果線性反力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4組合6(恒0+0.7活2+風3)2.0121.511-0.5152.569Y方向位移最大77組合6(恒0+0.7活2+風3)1.3932.05311.13311.406Z方向位移最大78組合6(恒0+0.7活2+風3)1.5352