罩棚一結(jié)構(gòu)計(jì)算書項(xiàng)目名稱:服務(wù)區(qū)加油站（新建)

目錄TOC\o"1-3"\f0\h\z\u1 設(shè)計(jì)依據(jù) 22 軟件信息 33 結(jié)構(gòu)信息 33.1 總體信息 33.2 截面信息 33.3 計(jì)算參數(shù) 43.4 設(shè)計(jì)參數(shù) 54 計(jì)算簡(jiǎn)圖 55 材料信息 65.1 材料特性 65.2 材料統(tǒng)計(jì) 66 荷載與組合 76.1 工況信息 76.2 荷載信息 76.3 荷載組合 147 周期與振型 157.1 周期與質(zhì)量參與系數(shù) 157.2 振型圖 158 線性穩(wěn)定計(jì)算 158.1 線性穩(wěn)定系數(shù)表 158.2 模態(tài)圖 159 線性計(jì)算結(jié)果 159.1 線性反力 159.2 線性內(nèi)力 199.3 線性位移 2510 驗(yàn)算結(jié)果 2610.1 桿件應(yīng)力比限值分布圖 2610.2 桿件應(yīng)力比分布圖 2710.3 桿件驗(yàn)算結(jié)果云圖 28設(shè)計(jì)依據(jù)《鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)》(GB50017-2017)《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB50018-2002)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2011)《建筑結(jié)構(gòu)可靠性設(shè)計(jì)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(jì)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3D3SDesign2021.1.0（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)91支座總數(shù)11單元總數(shù)188材料種類2截面種類9荷載工況4截面信息截面編號(hào)圖（整體）截面信息表截面編號(hào)截面類型截面名稱構(gòu)件總數(shù)1焊接對(duì)稱工字型截面H400x400x12x2082焊接對(duì)稱工字型截面H600x290x10x16363焊接對(duì)稱工字型截面H500x200x8x14164焊接對(duì)稱工字型截面H400x200x8x12195焊接對(duì)稱工字型截面H300x180x6x10236方形空心型鋼方200x8.0267方形空心型鋼方80x3.048矩形空心型鋼矩140x80x4.0129圓形截面φ2244計(jì)算參數(shù)(1)動(dòng)力特性計(jì)算計(jì)算振型數(shù):9振型類型:特征向量(2)線性計(jì)算梁?jiǎn)卧獙傩?一般梁?jiǎn)卧W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(jì)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(jí)結(jié)構(gòu)類型抗震等級(jí)構(gòu)造措施的抗震等級(jí)鋼框架三級(jí)三級(jí)計(jì)算簡(jiǎn)圖計(jì)算簡(jiǎn)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(dòng)1平動(dòng)2平動(dòng)3轉(zhuǎn)動(dòng)R1轉(zhuǎn)動(dòng)R2轉(zhuǎn)動(dòng)R31剛性剛性剛性剛性剛性剛性2無剛性剛性無無無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(jì)強(qiáng)度(MPa)質(zhì)量密度(kg/mm3)Q355B-1Q355206.0000.3001.20e-005按規(guī)范7.85e-006Q235B-1Q235206.0000.3001.20e-005按規(guī)范7.85e-006材料統(tǒng)計(jì)鋼匯總表序號(hào)截面材性數(shù)量長度(m)重量(kg)1方80x3.0Q355B-144.44531.4352方200x8.0Q355B-12635.0361628.2093矩140x80x4.0Q355B-11225.800335.1264H300x180x6x10Q355B-123132.0005471.1365H400x200x8x12Q355B-119100.0006129.2806H500x200x8x14Q355B-11692.0006771.3477H600x290x10x16Q355B-136204.00023956.9448H400x400x12x20Q355B-1868.00010846.8169φ22Q235B-144337.7381007.823188根999.019m56178kg荷載與組合工況信息序號(hào)工況號(hào)荷載類型自重系數(shù)荷載說明10恒121活032風(fēng)043風(fēng)0荷載信息(1)單元荷載列表(力：kN；分布力：kN/m；彎矩：kN.m；分布彎矩：kN.m/m)序號(hào)荷載類型工況類型方向數(shù)值Q1Q2X1X21恒01Z絕對(duì)-0.500-0.5000.0000.0002活11Z絕對(duì)-0.500-0.5000.0000.000(2)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(hào)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單向桿件--0.2002恒0單向桿件--0.3003活1單向桿件--0.5004風(fēng)2單向桿件1.3000.4505風(fēng)3單向桿件-2.0000.450恒荷載恒荷載0(1)恒荷載0單元荷載單元荷載表序號(hào)類型方向Q1Q2X1(mm)X2(mm)1均布荷載Z-0.500-0.5000.0000.000恒荷載工況0單元荷載分布圖（整體）(2)恒荷載0桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式面荷載值kN/m2不均勻分布1單向桿件0.300否2單向桿件0.200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單元荷載單元荷載表序號(hào)類型方向Q1Q2X1(mm)X2(mm)1均布荷載Z-0.500-0.5000.0000.000活荷載工況1單元荷載分布圖（整體）(2)活荷載1桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式面荷載值kN/m2不均勻分布1單向桿件0.500否活荷載工況1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：0.45(kN/m2)地面粗糙度：B風(fēng)計(jì)算用規(guī)范：《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)風(fēng)荷載計(jì)算用阻尼比：0.01參考點(diǎn)高度Z0（m）：-8.50風(fēng)壓高度變化修正系數(shù)：1.00風(fēng)荷載2(1)風(fēng)荷載2桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1單向桿件0.4501.300自動(dòng)計(jì)算風(fēng)荷載工況2體型系數(shù)分布圖（整體）風(fēng)荷載3(1)風(fēng)荷載3桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1單向桿件0.450-2.000自動(dòng)計(jì)算風(fēng)荷載工況3體型系數(shù)分布圖（整體）地震作用計(jì)算依據(jù)：GB50011地震烈度：6度0.05g場(chǎng)地類別：Ⅱ類設(shè)計(jì)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(jì)算振型數(shù)：9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合：否振型組合方法：CQC計(jì)算豎向地震作用：否雪荷載溫度荷載吊車荷載積灰荷載裹冰荷載荷載組合(1)1.300恒載+1.50活載1(2)1.300恒載+1.50風(fēng)載2(3)1.300恒載+1.50風(fēng)載3(4)1.300恒載+1.50活載1+1.50x0.60風(fēng)載2(5)1.300恒載+1.50活載1+1.50x0.60風(fēng)載3(6)1.300恒載+1.50x0.70活載1+1.50風(fēng)載2(7)1.300恒載+1.50x0.70活載1+1.50風(fēng)載3(8)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2(9)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載3(10)1.300恒載+1.30x0.50活載1+1.400水平地震(11)1.000恒載+1.50風(fēng)載2(12)1.000恒載+1.50風(fēng)載3(13)1.000恒載+1.00x0.50活載1+1.400水平地震(14)1.350恒載+1.40x0.70活載1+1.40x0.60風(fēng)載2(15)1.350恒載+1.40x0.70活載1+1.40x0.60風(fēng)載3(16)1.350恒載+1.40x0.70活載1(17)1.350恒載+1.40x0.60風(fēng)載2(18)1.350恒載+1.40x0.60風(fēng)載3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)10.95499.496%0.000%0.001%20.6880.061%31.003%0.000%30.5970.031%63.488%0.000%40.4850.015%0.000%0.014%50.4600.004%0.115%0.005%60.4390.006%0.588%0.001%70.4050.001%0.011%0.004%80.3780.008%0.023%0.225%90.3540.000%0.001%1.481%合計(jì)99.622%95.230%1.731%振型圖線性穩(wěn)定計(jì)算線性穩(wěn)定系數(shù)表模態(tài)圖線性計(jì)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(hào)控制組合號(hào)組合序號(hào)N1N2N3M1M2M322N1最大110.000-0.4176.3470.0000.0000.00022N2最大1040.0000.8664.4020.0000.0000.00022N3最大610.000-0.70811.7790.0000.0000.00022M1最大110.000-0.4176.3470.0000.0000.00022M2最大110.000-0.4176.3470.0000.0000.00022M3最大110.000-0.4176.3470.0000.0000.00022合力最大610.000-0.70811.7790.0000.0000.00022N1最小110.000-0.4176.3470.0000.0000.00022N2最小1030.000-1.5695.7190.0000.0000.00022N3最小310.0000.234-5.7750.0000.0000.00022M1最小110.000-0.4176.3470.0000.0000.00022M2最小110.000-0.4176.3470.0000.0000.00022M3最小110.000-0.4176.3470.0000.0000.00020N1最大110.000-1.06410.2160.0000.0000.00020N2最大310.0001.063-11.4500.0000.0000.00020N3最大610.000-1.97620.1480.0000.0000.00020M1最大110.000-1.06410.2160.0000.0000.00020M2最大110.000-1.06410.2160.0000.0000.00020M3最大110.000-1.06410.2160.0000.0000.00020合力最大610.000-1.97620.1480.0000.0000.00020N1最小110.000-1.06410.2160.0000.0000.00020N2最小1030.000-2.5917.8200.0000.0000.00020N3最小310.0001.063-11.4500.0000.0000.00020M1最小110.000-1.06410.2160.0000.0000.00020M2最小110.000-1.06410.2160.0000.0000.00020M3最小110.000-1.06410.2160.0000.0000.00018N1最大110.0001.2156.9290.0000.0000.00018N2最大610.0002.20812.6690.0000.0000.00018N3最大610.0002.20812.6690.0000.0000.00018M1最大110.0001.2156.9290.0000.0000.00018M2最大110.0001.2156.9290.0000.0000.00018M3最大110.0001.2156.9290.0000.0000.00018合力最大610.0002.20812.6690.0000.0000.00018N1最小110.0001.2156.9290.0000.0000.00018N2最小310.000-0.885-5.7030.0000.0000.00018N3最小310.000-0.885-5.7030.0000.0000.00018M1最小110.0001.2156.9290.0000.0000.00018M2最小110.0001.2156.9290.0000.0000.00018M3最小110.0001.2156.9290.0000.0000.00016N1最大310.65027.816-169.093-76.9031.7340.00016N2最大310.65027.816-169.093-76.9031.7340.00016N3最大61-4.864-36.361393.584100.290-13.1570.00016M1最大61-4.864-36.361393.584100.290-13.1570.00016M2最大102-0.168-11.793181.18732.7624.3140.00116M3最大103-3.667-14.900180.82448.974-11.4430.00216合力最大61-4.864-36.361393.584100.290-13.1570.00016N1最小101-5.467-11.487177.73231.305-19.559-0.00016N2最小61-4.864-36.361393.584100.290-13.1570.00016N3最小310.65027.816-169.093-76.9031.7340.00016M1最小310.65027.816-169.093-76.9031.7340.00016M2最小101-5.467-11.487177.73231.305-19.559-0.00016M3最小104-1.967-8.379178.09515.093-3.802-0.00214N1最大315.457-27.613-202.68679.59615.5700.00014N2最大61-14.26835.061466.541-101.343-38.8270.00014N3最大61-14.26835.061466.541-101.343-38.8270.00014M1最大315.457-27.613-202.68679.59615.5700.00014M2最大315.457-27.613-202.68679.59615.5700.00014M3最大103-6.0857.160210.137-13.292-15.0040.00214合力最大61-14.26835.061466.541-101.343-38.8270.00014N1最小61-14.26835.061466.541-101.343-38.8270.00014N2最小315.457-27.613-202.68679.59615.5700.00014N3最小315.457-27.613-202.68679.59615.5700.00014M1最小61-14.26835.061466.541-101.343-38.8270.00014M2最小61-14.26835.061466.541-101.343-38.8270.00014M3最小104-7.47214.680212.994-50.010-21.327-0.00212N1最大1024.028-9.228161.60825.97916.1820.00012N2最大31-0.32332.797-195.420-92.173-1.0200.00012N3最大611.912-35.640383.64499.9876.019-0.00012M1最大611.912-35.640383.64499.9876.019-0.00012M2最大1024.028-9.228161.60825.97916.1820.00012M3最大1030.143-12.372164.29541.764-0.6670.00212合力最大611.912-35.640383.64499.9876.019-0.00012N1最小101-1.855-9.081163.24725.247-9.335-0.00012N2最小611.912-35.640383.64499.9876.019-0.00012N3最小31-0.32332.797-195.420-92.173-1.0200.00012M1最小31-0.32332.797-195.420-92.173-1.0200.00012M2最小101-1.855-9.081163.24725.247-9.335-0.00012M3最小1042.030-5.936160.5609.4627.514-0.00210N1最大1025.6129.743150.387-27.58021.586-0.00010N2最大614.78737.318358.067-105.98715.115-0.00010N3最大614.78737.318358.067-105.98715.115-0.00010M1最大31-1.233-33.781-183.38995.792-3.3740.00010M2最大1025.6129.743150.387-27.58021.586-0.00010M3最大1033.3196.766149.378-12.26711.6180.00210合力最大614.78737.318358.067-105.98715.115-0.00010N1最小31-1.233-33.781-183.38995.792-3.3740.00010N2最小31-1.233-33.781-183.38995.792-3.3740.00010N3最小31-1.233-33.781-183.38995.792-3.3740.00010M1最小614.78737.318358.067-105.98715.115-0.00010M2最小101-0.5959.884152.158-28.293-5.3410.00010M3最小1041.69812.861153.167-43.6064.627-0.0028N1最大1022.294-9.045163.05925.18411.2620.0018N2最大310.19832.774-195.011-92.4870.4560.0008N3最大61-1.154-35.608383.097100.280-2.6790.0008M1最大61-1.154-35.608383.097100.280-2.6790.0008M2最大1022.294-9.045163.05925.18411.2620.0018M3最大103-1.594-12.222163.82641.226-5.5900.0028合力最大61-1.154-35.608383.097100.280-2.6790.0008N1最小101-3.589-9.241161.44126.153-14.254-0.0008N2最小61-1.154-35.608383.097100.280-2.6790.0008N3最小310.19832.774-195.011-92.4870.4560.0008M1最小310.19832.774-195.011-92.4870.4560.0008M2最小101-3.589-9.241161.44126.153-14.254-0.0008M3最小1040.298-6.063160.67410.1112.597-0.0026N1最大1022.6719.284165.678-26.56313.2340.0006N2最大61-1.05235.632388.828-100.847-1.4570.0006N3最大61-1.05235.632388.828-100.847-1.4570.0006M1最大310.595-32.703-197.60692.3691.8110.0006M2最大1022.6719.284165.678-26.56313.2340.0006M3最大1030.3626.110163.245-10.5293.2190.0026合力最大61-1.05235.632388.828-100.847-1.4570.0006N1最小101-3.5399.095163.904-25.613-13.6960.0006N2最小310.595-32.703-197.60692.3691.8110.0006N3最小310.595-32.703-197.60692.3691.8110.0006M1最小61-1.05235.632388.828-100.847-1.4570.0006M2最小101-3.5399.095163.904-25.613-13.6960.0006M3最小104-1.23012.270166.336-41.647-3.681-0.0024N1最大1025.953-12.201178.55233.87721.6250.0014N2最大31-0.84929.470-170.705-83.544-2.5070.0004N3最大615.747-38.618395.901108.98416.8570.0004M1最大615.747-38.618395.901108.98416.8570.0004M2最大1025.953-12.201178.55233.87721.6250.0014M3最大1032.465-15.887181.92452.4785.9080.0024合力最大615.747-38.618395.901108.98416.8570.0004N1最小31-0.84929.470-170.705-83.544-2.5070.0004N2最小615.747-38.618395.901108.98416.8570.0004N3最小31-0.84929.470-170.705-83.544-2.5070.0004M1最小31-0.84929.470-170.705-83.544-2.5070.0004M2最小31-0.84929.470-170.705-83.544-2.5070.0004M3最小1044.141-8.896178.59817.15413.467-0.0022N1最大1026.57412.757178.043-36.60224.2800.0002N2最大616.49138.691394.751-109.27519.8820.0002N3最大616.49138.691394.751-109.27519.8820.0002M1最大31-0.801-29.170-170.25682.022-2.1400.0002M2最大1026.57412.757178.043-36.60224.2800.0002M3最大1034.4909.065178.061-17.96814.8900.0022合力最大616.49138.691394.751-109.27519.8820.0002N1最小31-0.801-29.170-170.25682.022-2.1400.0002N2最小31-0.801-29.170-170.25682.022-2.1400.0002N3最小31-0.801-29.170-170.25682.022-2.1400.0002M1最小616.49138.691394.751-109.27519.8820.0002M2最小31-0.801-29.170-170.25682.022-2.1400.0002M3最小1043.06816.058181.398-53.2968.485-0.002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(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3171210.000394.519-45.07210.6720.000-60.699-253.114231210.000369.056-52.0811.0340.000-6.048-295.535361210.000364.86152.203-0.8740.0004.655297.053441210.000364.19452.1640.5090.000-3.179296.244551210.000342.552-53.919-2.7700.00115.499-305.383621210.000334.48948.423-2.4360.00013.519274.453711210.000333.625-48.058-2.5360.00014.200-273.227881210.000331.81045.6951.9440.001-11.32126200051.72694.3060.038-0.003-0.082339.843101481210.00051.676-42.3280.018-0.002-0.046341.076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(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M317618.500-668.93151.130-20.4100.000-55.590-147.76922618.500-567.794-56.2378.1570.00023.925158.73431618.500-566.15156.3189.2000.00028.152-159.03348618.500-564.429-52.955-6.905-0.000-18.683146.07453618.500-559.50252.239-1.5240.000-2.187-147.83366618.500-552.091-52.2582.715-0.0008.545146.62274618.500-551.293-52.210-1.6440.000-3.820147.04885618.500-515.43254.6776.809-0.00021.465-155.2779159610.000-55.712-137.457-0.1100.0170.225-439.7341013610.000-54.442-5.421-1.3361.1640.000-0.000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(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M317610.000-651.64751.130-20.4100.000117.895286.83728610.000-547.145-52.955-6.905-0.00040.014-304.039311028.500-231.28816.6038.8260.00032.823-47.679451028.500-195.41512.6597.606-0.00029.409-35.819521028.500-231.947-15.8428.0040.00129.30643.947631010.000-195.70211.814-4.9110.00022.59167.164741010.000-192.508-12.023-4.960-0.00022.355-68.152861028.500-210.008-12.0045.5300.00122.31333.810914610.5001.4321.88534.2160.13617.108-0.94310121210.5009.0601.03217.326-0.3518.663-0.516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(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3171210.000394.519-45.07210.6720.000-60.699-253.11421610.000-548.86756.3189.2000.000-50.046319.66632610.000-550.510-56.2378.1570.000-45.411-319.27745610.000-498.14854.6776.809-0.000-36.413309.480581018.500-230.878-14.917-7.371-0.000-26.62040.624661020.000-192.724-12.0045.5300.001-24.696-68.225741018.500-209.792-12.023-4.960-0.000-19.80734.047831018.500-212.98611.814-4.9110.000-19.152-33.250912610.500-10.412-0.067-32.1750.170-16.0880.03310141210.5000.125-1.001-17.712-0.512-8.8560.500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(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M3168615.000-6.239-150.945-0.0480.034-0.056729.4272144616.000-52.287-241.319-0.156-0.032-0.530718.0803159616.000-55.712-237.873-0.1100.017-0.437686.2584157610.000-53.700237.755-0.024-0.0160.149685.8165154616.000-50.872-236.552-0.0720.001-0.318677.2526147610.000-52.079236.164-0.1660.0030.640673.5287152610.000-50.868235.809-0.134-0.0030.525673.3118142610.000-49.894234.722-0.129-0.0100.529672.8639149616.000-52.159-233.917-0.1240.005-0.499662.8521069610.00013.922130.8630.0300.033-0.244611.574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(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31158613.000-54.3760.044-0.0620.0000.044-514.9122143613.000-51.156-0.942-0.108-0.010-0.067-506.7043148613.000-52.096-0.468-0.0870.004-0.026-497.4114153613.000-50.8490.087-0.072-0.001-0.035-49700050.783180.6690.010-0.0020.047-48900051.668-180.6390.049-0.003-0.183-487.54671521210.00050.785-180.2660.0230.003-0.088-487.06081491216.00051.726179.3750.038-0.0030.146-481.19791441216.00043.977167.0970.0640.0330.204-466.610101591216.00046.165165.6600.0210.0020.076-448.665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22組合3(恒0+風(fēng)3)6.3320.0000.0006.332Y方向位移最大28組合10-情況3(恒0+0.5活1+水平地震)