連廊3D3S空間模型計算

空間結(jié)構(gòu)計算書項(xiàng)目編號：空間結(jié)構(gòu)No.1項(xiàng)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) 113.4 設(shè)計參數(shù) 114 計算簡圖 125 材料信息 125.1 材料特性 125.2 材料統(tǒng)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(zhì)量參與系數(shù) 178 線性計算結(jié)果 178.1 線性反力 188.2 線性內(nèi)力 188.3 線性位移 229 驗(yàn)算結(jié)果 239.1 桿件應(yīng)力比限值分布圖 239.2 桿件應(yīng)力比分布圖 239.3 桿件驗(yàn)算結(jié)果云圖 24設(shè)計依據(jù)《鋼結(jié)構(gòu)設(shè)計標(biāo)準(zhǔn)》(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(biāo)準(zhǔn)》(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(qiáng)度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)軟件信息3D3SDesign2021.1（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(diǎn)總數(shù)92支座總數(shù)2單元總數(shù)117材料種類2截面種類4荷載工況4幾何信息節(jié)點(diǎn)編號圖（整體）節(jié)點(diǎn)信息表節(jié)點(diǎn)號x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注節(jié)點(diǎn)號x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(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(yīng)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(shù)繞3軸計算長度系數(shù)i節(jié)點(diǎn)釋放j節(jié)點(diǎn)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(gòu)件總數(shù)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(shù)(1)動力特性計算計算振型數(shù):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(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)：1.100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四級四級計算簡圖計算簡圖（整體）注：藍(lán)色單元為普通單元，綠色單元為連接單元，綠色實(shí)心圓為支座，黃色實(shí)心圓為主從節(jié)點(diǎn)的主節(jié)點(diǎn)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(qiáng)度(MPa)質(zhì)量密度(kg/mm3)Q355B-1Q355206.0000.3001.20e-05按規(guī)范7.85e-06Q235B-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(shù)荷載說明10恒122活033風(fēng)0風(fēng)壓44風(fēng)0風(fēng)吸荷載信息(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(fēng)壓)1恒0雙向桿件--0.3002活2雙向桿件--0.5003風(fēng)3雙向桿件-2.0000.4004風(fēng)4雙向桿件2.0000.400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0.300否恒荷載工況0桿件導(dǎo)荷載分布圖（整體）活荷載活荷載2(1)活荷載2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0.500否活荷載工況2桿件導(dǎo)荷載分布圖（整體）風(fēng)荷載基本參數(shù)基本風(fēng)壓：0.40(kN/m2)地面粗糙度：B風(fēng)計算用規(guī)范：《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)風(fēng)荷載計算用阻尼比：0.01參考點(diǎn)高度Z0（m）：-4.00風(fēng)壓高度變化修正系數(shù)：1.00風(fēng)荷載3(1)風(fēng)荷載3桿件導(dǎo)荷載桿件荷載表序號導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1雙向桿件0.400-2.000自動計算風(fēng)荷載工況3體型系數(shù)分布圖（整體）風(fēng)荷載4(1)風(fēng)荷載4桿件導(dǎo)荷載桿件荷載表序號導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1雙向桿件0.4002.000自動計算風(fēng)荷載工況4體型系數(shù)分布圖（整體）地震作用計算依據(jù)：GB50011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)：9結(jié)構(gòu)阻尼比：鋼：0.02砼：0.05鋼砼：0.04鋁合金：0.02周期折減系數(shù)：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(fēng)載3(3)1.300恒載+1.50風(fēng)載4(4)1.300恒載+1.50活載2+1.50x0.60風(fēng)載3(5)1.300恒載+1.50活載2+1.50x0.60風(fēng)載4(6)1.300恒載+1.50x0.70活載2+1.50風(fēng)載3(7)1.300恒載+1.50x0.70活載2+1.50風(fēng)載4(8)1.300恒載+1.50x0.70活載2+1.50x0.60風(fēng)載3(9)1.300恒載+1.50x0.70活載2+1.50x0.60風(fēng)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(fēng)載3(12)1.000恒載+1.50風(fēng)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(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)10.54320.874%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(jié)果線性反力最不利反力線性組合最不利反力表(標(biāo)準(zhǔn)值)(單位：kN、kN.m)節(jié)點(diǎn)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(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(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(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(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(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(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(xiàng)節(jié)點(diǎn)組合名UxUyUzUxyzX方向位移最大4組合6(恒0+0.7活2+風(fēng)3)2.0121.511-0.5152.569Y方向位移最大77組合6(恒0+0.7活2+風(fēng)3)1.3932.05311.13311.406Z方向位移最大78組合6(恒0+0.7活2+風(fēng)3)1.5352