樓梯計算(設(shè)防地震驗算)

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"\f\h\z\u169571設(shè)計依據(jù) 2179412軟件信息 3253523結(jié)構(gòu)信息 326713.1總體信息 3292843.2幾何信息 3218113.3計算參數(shù) 7320463.4設(shè)計參數(shù) 7293674計算簡圖 7280655材料信息 8159975.1材料特性 8190835.2材料統(tǒng)計 882376荷載與組合 943106.1工況信息 934236.2荷載信息 96836.3荷載組合 1278717周期與振型 13247127.1周期與質(zhì)量參與系數(shù) 13315728線性計算結(jié)果 14255788.1線性反力 14130368.2線性內(nèi)力 20206168.3線性位移 26104939驗算結(jié)果 28225809.1桿件應(yīng)力比限值分布圖 28316129.2桿件應(yīng)力比分布圖 28119869.3桿件驗算結(jié)果云圖 29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)《鋼結(jié)構(gòu)通用規(guī)范》（GB55006-2021）《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3D3SDesign2022.0（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)點總數(shù)23支座總數(shù)9單元總數(shù)33材料種類1截面種類4荷載工況3幾何信息節(jié)點編號圖（整體）節(jié)點信息表節(jié)點號x坐標(m)y坐標(m)z坐標(m)備注節(jié)點號x坐標(m)y坐標(m)z坐標(m)備注12.400-1.4002.55025.700-1.4002.55030.000-1.4003.90042.400-2.9002.55055.700-2.9002.55060.000-2.9003.90070.0000.0003.90080.0000.0000.000支座19-4.8000.0003.900支座110-4.800-4.4003.900支座1110.000-4.4003.900支座112-4.800-1.4003.90013-4.800-2.9003.900142.4000.0002.550152.400-4.4002.550162.7004.970-0.000支座1175.7004.970-0.000支座1185.7000.0002.550195.7000.000-0.000支座1202.700-0.0002.550215.700-4.4002.550支座1224.2004.970-0.000支座1234.2000.0002.550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)點釋放j節(jié)點釋放1H400x200x10x12Q355B3.3008560.001603.1322500.821.0001.000R2R32H400x200x10x12Q355B2.7548560.001603.1322500.821.0001.000R2R33H400x200x10x12Q355B3.3008560.001603.1322500.821.0001.000R2R34H400x200x10x12Q355B2.7548560.001603.1322500.821.0001.000R2R35矩300x300x10x10Q355B3.90011600.0016278.6716278.672.0472.1006H400x200x10x12Q355B4.8008560.001603.1322500.821.0001.0007H300x200x8x12Q355B4.8007008.001601.1811360.681.0001.000R1R2R3R2R38H300x200x8x12Q355B4.8007008.001601.1811360.681.0001.000R1R2R3R2R39H300x200x8x12Q355B4.8007008.001601.1811360.681.0001.000R1R2R3R2R310H500x200x10x14Q355B2.75410320.001870.6041839.421.0001.00011H300x200x8x12Q355B2.7547008.001601.1811360.681.0001.000R2R312矩300x300x10x10Q355B2.55011600.0016278.6716278.672.6052.07613H300x200x8x12Q355B5.5867008.001601.1811360.681.0001.000R2R314H300x200x8x12Q355B5.5867008.001601.1811360.681.0001.000R1R2R3R2R315H300x200x8x12Q355B3.3007008.001601.1811360.681.0001.000R2R316H500x200x10x14Q355B0.30010320.001870.6041839.421.0001.00017H400x200x10x12Q355B1.4008560.001603.1322500.821.0003.14318H400x200x10x12Q355B1.5008560.001603.1322500.821.0002.93319H400x200x10x12Q355B1.5008560.001603.1322500.821.0002.933R2R320H300x200x8x12Q355B1.4007008.001601.1811360.681.0001.000R1R2R3R2R321H300x200x8x12Q355B1.5007008.001601.1811360.681.0001.000R1R2R3R2R322H300x200x8x12Q355B1.5007008.001601.1811360.681.0001.000R1R2R3R2R323H500x200x10x14Q355B1.40010320.001870.6041839.421.0001.00024H500x200x10x14Q355B1.50010320.001870.6041839.421.0001.00025H500x200x10x14Q355B1.50010320.001870.6041839.421.0001.000R2R326H400x200x10x12Q355B1.4008560.001603.1322500.821.0003.143R2R327H400x200x10x12Q355B1.5008560.001603.1322500.821.0002.93328H400x200x10x12Q355B1.5008560.001603.1322500.821.0002.933R2R329H300x200x8x12Q355B5.5867008.001601.1811360.681.0001.000R1R2R3R2R330H500x200x10x14Q355B1.50010320.001870.6041839.421.0001.00031H500x200x10x14Q355B1.50010320.001870.6041839.421.0001.00032H300x200x8x12Q355B1.5007008.001601.1811360.681.0001.000R1R2R333H300x200x8x12Q355B1.5007008.001601.1811360.681.0001.000R2R3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300x300x10x1022焊接對稱工字型截面H500x200x10x1473焊接對稱工字型截面H400x200x10x12114焊接對稱工字型截面H300x200x8x1213計算參數(shù)(1)動力特性計算計算振型數(shù):20振型類型:特征向量(2)線性計算梁單元屬性:考慮剪切效應(yīng)（鐵木辛哥梁）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三級三級注：此處為整體抗震等級，若部分構(gòu)件單獨定義了抗震等級請注意檢查。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)計強度(MPa)質(zhì)量密度(kg/mm3)Q355B-1Q355206.0000.3001.20e-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)1H300x200x8x12Q355B-11344.6122454.2112H400x200x10x12Q355B-11125.7071727.4263H500x200x10x14Q355B-1710.454846.8704矩300x300x10x10Q355B-126.450587.33733根87.223m5616kg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032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)序號荷載類型工況類型方向數(shù)值Q1Q2X1X21恒01Z絕對-5.000-5.0000.0000.000(2)板面荷載列表(力：kN；分布力：kN/m；彎矩：kN.m；分布彎矩：kN.m/m)序號荷載類型工況號方向類型荷載方向荷載值/風(fēng)壓不均勻分布1恒0整體坐標0,0,12否2活1整體坐標0,0,13.5否3風(fēng)2局部坐標3-3軸0否(3)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--3.0002活1雙向桿件--3.5003風(fēng)2雙向桿件1.3000.400恒荷載恒荷載0(1)恒荷載0單元荷載單元荷載表序號類型方向Q1Q2X1(mm)X2(mm)1均布荷載Z-5.000-5.0000.0000.000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導(dǎo)荷方式面荷載值kN/m2不均勻分布1雙向桿件3.000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：0.40(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：0.02參考點高度Z0（m）：0.00風(fēng)荷載參數(shù)高度(m)μz（修正前）ημz（修正后）βz1.271.001.001.001.203.231.001.001.001.433.901.001.001.001.52說明：μz為風(fēng)壓高度變化系數(shù)，η為風(fēng)壓高度變化修正系數(shù)，βz為風(fēng)振系數(shù)，βgz為陣風(fēng)系數(shù)（計算圍護結(jié)構(gòu)用）風(fēng)荷載2(1)風(fēng)荷載2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0.4001.300自動計算風(fēng)荷載工況2體型系數(shù)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：7度0.10g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：0.23罕遇水平地震影響系數(shù)最大值：0.5計算振型數(shù)：20結(jié)構(gòu)阻尼比：0.04周期折減系數(shù)：0.7按雙向地震作用考慮耦聯(lián)：是振型組合方法：CQC計算豎向地震作用：否荷載組合(1)1.300恒載+1.50活載1(2)1.300恒載+1.50風(fēng)載2(3)1.300恒載+1.500溫度1(4)1.300恒載+1.500溫度2(5)1.300恒載+1.50活載1+1.50x0.60風(fēng)載2(6)1.300恒載+1.50x0.70活載1+1.50風(fēng)載2(7)1.300恒載+1.50活載1+1.500x0.600溫度1(8)1.300恒載+1.50活載1+1.500x0.600溫度2(9)1.300恒載+1.50x0.70活載1+1.500溫度1(10)1.300恒載+1.50x0.70活載1+1.500溫度2(11)1.300恒載+1.50風(fēng)載2+1.500x0.600溫度1(12)1.300恒載+1.50風(fēng)載2+1.500x0.600溫度2(13)1.300恒載+1.50x0.60風(fēng)載2+1.500溫度1(14)1.300恒載+1.50x0.60風(fēng)載2+1.500溫度2(15)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2(16)1.300恒載+1.50活載1+1.50x0.60風(fēng)載2+1.500x0.600溫度1(17)1.300恒載+1.50活載1+1.50x0.60風(fēng)載2+1.500x0.600溫度2(18)1.300恒載+1.50x0.70活載1+1.50風(fēng)載2+1.500x0.600溫度1(19)1.300恒載+1.50x0.70活載1+1.50風(fēng)載2+1.500x0.600溫度2(20)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2+1.500x0.600溫度1(21)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2+1.500x0.600溫度2(22)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2+1.500溫度1(23)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2+1.500溫度2(24)1.000恒載+1.50風(fēng)載2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)10.24858.419%0.041%0.056%20.1335.064%15.173%7.646%30.1110.053%0.004%20.448%40.0920.305%0.628%0.160%50.0752.716%2.091%0.052%60.0714.712%8.167%2.491%70.0680.000%0.000%11.256%80.0630.007%0.020%10.895%90.0550.039%0.016%15.818%100.04121.364%0.724%6.136%110.0280.287%0.000%3.428%120.0261.317%4.421%0.701%130.0230.248%0.193%0.253%140.0220.002%25.269%0.007%150.0210.000%0.089%0.730%160.0200.000%0.000%0.005%170.0190.039%5.400%3.083%180.0180.000%22.200%0.005%190.0170.187%0.021%0.189%200.0161.183%0.012%6.184%合計95.941%84.470%89.543%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N1N2N3M1M2M322N1最大510.000-3.75932.8790.0000.0000.00022N2最大210.000-1.20519.3340.0000.0000.00022N3最大510.000-3.75932.8790.0000.0000.00022M1最大110.000-4.60631.3910.0000.0000.00022M2最大110.000-4.60631.3910.0000.0000.00022M3最大110.000-4.60631.3910.0000.0000.00022合力最大510.000-3.75932.8790.0000.0000.00022N1最小310.000-2.61716.8540.0000.0000.00022N2最小110.000-4.60631.3910.0000.0000.00022N3最小310.000-2.61716.8540.0000.0000.00022M1最小110.000-4.60631.3910.0000.0000.00022M2最小110.000-4.60631.3910.0000.0000.00022M3最小110.000-4.60631.3910.0000.0000.00021N1最大5137.28519.06342.1960.0000.0000.00021N2最大5137.28519.06342.1960.0000.0000.00021N3最大5137.28519.06342.1960.0000.0000.00021M1最大1134.62017.73240.2750.0000.0000.00021M2最大1134.62017.73240.2750.0000.0000.00021M3最大1134.62017.73240.2750.0000.0000.00021合力最大5137.28519.06342.1960.0000.0000.00021N1最小3118.71711.32925.7490.0000.0000.00021N2最小3118.71711.32925.7490.0000.0000.00021N3最小3118.71711.32925.7490.0000.0000.00021M1最小1134.62017.73240.2750.0000.0000.00021M2最小1134.62017.73240.2750.0000.0000.00021M3最小1134.62017.73240.2750.0000.0000.00019N1最大31-5.581-4.33987.7300.0000.0000.00019N2最大31-5.581-4.33987.7300.0000.0000.00019N3最大51-9.028-6.993137.7380.0000.0000.00019M1最大11-8.617-6.695131.7660.0000.0000.00019M2最大11-8.617-6.695131.7660.0000.0000.00019M3最大11-8.617-6.695131.7660.0000.0000.00019合力最大51-9.028-6.993137.7380.0000.0000.00019N1最小51-9.028-6.993137.7380.0000.0000.00019N2最小51-9.028-6.993137.7380.0000.0000.00019N3最小31-5.581-4.33987.7300.0000.0000.00019M1最小11-8.617-6.695131.7660.0000.0000.00019M2最小11-8.617-6.695131.7660.0000.0000.00019M3最小11-8.617-6.695131.7660.0000.0000.00017N1最大310.015-4.97021.8150.0000.0000.00017N2最大21-0.010-4.53422.6280.0000.0000.00017N3最大51-0.016-7.16527.9070.0000.0000.00017M1最大11-0.001-7.42627.4190.0000.0000.00017M2最大11-0.001-7.42627.4190.0000.0000.00017M3最大11-0.001-7.42627.4190.0000.0000.00017合力最大51-0.016-7.16527.9070.0000.0000.00017N1最小61-0.021-6.25326.5510.0000.0000.00017N2最小11-0.001-7.42627.4190.0000.0000.00017N3最小310.015-4.97021.8150.0000.0000.00017M1最小11-0.001-7.42627.4190.0000.0000.00017M2最小11-0.001-7.42627.4190.0000.0000.00017M3最小11-0.001-7.42627.4190.0000.0000.00016N1最大510.0000.50028.7710.0000.0000.00016N2最大210.0001.28022.6780.0000.0000.00016N3最大510.0000.50028.7710.0000.0000.00016M1最大110.000-0.38328.3320.0000.0000.00016M2最大110.000-0.38328.3320.0000.0000.00016M3最大110.000-0.38328.3320.0000.0000.00016合力最大510.0000.50028.7710.0000.0000.00016N1最小310.000-0.19221.9460.0000.0000.00016N2最小110.000-0.38328.3320.0000.0000.00016N3最小310.000-0.19221.9460.0000.0000.00016M1最小110.000-0.38328.3320.0000.0000.00016M2最小110.000-0.38328.3320.0000.0000.00016M3最小110.000-0.38328.3320.0000.0000.00011N1最大31-18.2883.98046.6830.0000.0000.00011N2最大51-35.4757.99694.0640.0000.0000.00011N3最大51-35.4757.99694.0640.0000.0000.00011M1最大11-33.8677.54188.1480.0000.0000.00011M2最大11-33.8677.54188.1480.0000.0000.00011M3最大11-33.8677.54188.1480.0000.0000.00011合力最大51-35.4757.99694.0640.0000.0000.00011N1最小51-35.4757.99694.0640.0000.0000.00011N2最小31-18.2883.98046.6830.0000.0000.00011N3最小31-18.2883.98046.6830.0000.0000.00011M1最小11-33.8677.54188.1480.0000.0000.00011M2最小11-33.8677.54188.1480.0000.0000.00011M3最小11-33.8677.54188.1480.0000.0000.00010N1最大21-0.1260.00024.5110.0000.0000.00010N2最大21-0.1260.00024.5110.0000.0000.00010N3最大51-0.641-0.00041.1260.0000.0000.00010M1最大11-0.836-0.00038.3300.0000.0000.00010M2最大11-0.836-0.00038.3300.0000.0000.00010M3最大11-0.836-0.00038.3300.0000.0000.00010合力最大51-0.641-0.00041.1260.0000.0000.00010N1最小11-0.836-0.00038.3300.0000.0000.00010N2最小11-0.836-0.00038.3300.0000.0000.00010N3最小31-0.451-0.00019.8500.0000.0000.00010M1最小11-0.836-0.00038.3300.0000.0000.00010M2最小11-0.836-0.00038.3300.0000.0000.00010M3最小11-0.836-0.00038.3300.0000.0000.0009N1最大617.162-0.08843.5060.0000.0000.0009N2最大114.585-0.03344.2950.0000.0000.0009N3最大516.482-0.06546.7290.0000.0000.0009M1最大114.585-0.03344.2950.0000.0000.0009M2最大114.585-0.03344.2950.0000.0000.0009M3最大114.585-0.03344.2950.0000.0000.0009合力最大516.482-0.06546.7290.0000.0000.0009N1最小312.641-0.03628.1450.0000.0000.0009N2最小215.801-0.09032.2020.0000.0000.0009N3最小312.641-0.03628.1450.0000.0000.0009M1最小114.585-0.03344.2950.0000.0000.0009M2最小114.585-0.03344.2950.0000.0000.0009M3最小114.585-0.03344.2950.0000.0000.0008N1最大514.309-6.565157.0710.0000.0000.0008N2最大312.948-3.15696.9680.0000.0000.0008N3最大514.309-6.565157.0710.0000.0000.0008M1最大114.115-6.129149.6680.0000.0000.0008M2最大114.115-6.129149.6680.0000.0000.0008M3最大114.115-6.129149.6680.0000.0000.0008合力最大514.309-6.565157.0710.0000.0000.0008N1最小312.948-3.15696.9680.0000.0000.0008N2最小514.309-6.565157.0710.0000.0000.0008N3最小312.948-3.15696.9680.0000.0000.0008M1最小114.115-6.129149.6680.0000.0000.0008M2最小114.115-6.129149.6680.0000.0000.0008M3最小114.115-6.129149.6680.0000.0000.000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M3111510.00058.8825.261-0.0000.0000.0000.000215510.00049.38511.9650.000-0.000-0.0004.63734512.75423.817-35.791-0.0190.015-0.0000.00042512.75422.318-35.054-0.0380.028-0.0000.000510110.00014.51258.217-1.8570.0484.95163.825614515.5868.267-16.643-0.0000.000-0.0000.000729515.5868.014-31.544-0.000-0.000-0.0000.00083510.0004.5001.3990.016-0.013-0.053-62.11091610.0003.5991.0760.030-0.025-0.099-54.780108110.0002.18729.476-0.000-0.0000.0000.000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M315513.900-216.213-5.873-9.2160.000-0.0000.000212512.550-189.06112.426-9.621-0.000-0.0000.000319510.000-26.329-37.2972.8000.000-4.200-61.058418510.000-26.31318.310-1.6990.000-1.651-38.718517510.000-26.28171.945-5.2170.0005.65257.767629110.000-22.26329.402-0.000-0.0000.0000.000731510.000-17.669-57.0175.725-0.038-3.183-65.952830510.000-17.669-9.089-1.696-0.038-0.753-91.254916510.000-17.66929.375-1.938-0.038-0.172-82.5321013110.000-16.5299.9920.005-0.0000.0000.000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M315510.000-211.686-5.873-9.2160.00035.943-22.906212510.000-186.10112.426-9.621-0.00024.53431.686317510.000-26.28171.945-5.2170.0005.65257.767431511.500-17.669-71.5995.876-0.0385.51831.755510110.00014.51258.217-1.8570.0484.95163.825625110.000-10.516-64.478-1.227-0.0001.841-105.314724111.500-10.4985.1700.385-0.0001.834-105.327828110.0000.000-31.513-1.163-0.0001.745-52.093927111.5000.000-2.0371.024-0.0001.745-52.0931023111.400-10.46284.1473.811-0.0001.244-88.998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M3119610.000-24.780-34.2472.8250.000-4.237-56.010218611.500-24.76510.535-1.6660.000-4.237-56.022323110.000-10.46294.2303.811-0.000-4.09135.866431510.000-17.669-57.0175.725-0.038-3.183-65.952530511.500-17.669-25.293-1.544-0.038-3.183-65.952617611.400-24.73560.423-5.2650.000-1.738-35.604716510.300-17.66928.622-1.938-0.038-0.753-91.25486210.000-7.77315.7250.128-0.000-0.61629.629926211.400-0.00019.934-0.4000.000-0.560-30.5391027210.000-0.0002.8200.4730.000-0.560-30.539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M3110510.00013.67461.589-1.8330.0514.87967.571217510.000-26.28171.945-5.2170.0005.65257.76736510.000-9.14225.6310.091-0.000-0.43744.665423510.000-11.140101.1223.261-0.000-3.79038.380513515.586-0.532-22.5860.027-0.0000.15133.194631511.500-17.669-71.5995.876-0.0385.51831.755712510.000-186.10112.426-9.621-0.00024.53431.686815510.00049.38511.9650.000-0.000-0.0004.637911512.75451.691-8.629-0.0000.000-0.0004.6371032511.500-0.000-3.8840.0990.0000.0351.200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M3124511.500-11.1785.5130.404-0.0001.367-113.089225510.000-11.197-69.248-1.018-0.0001.374-113.076323511.400-11.14090.3353.438-0.0000.899-95.640416510.300-17.66928.622-1.938-0.038-0.753-91.254530510.000-17.669-9.089-1.696-0.038-0.753-91.254610512.7546.30647.433-1.8330.051-0.168-82.532731510.000-17.669-57.0175.725-0.038-3.183-65.95283510.2754.5000.4200.016-0.013-0.049-62.39494510.00010.172-9.320-0.0190.0150.053-62.110101510.2753.5170.3590.032-0.026-0.096-61.078線性位移線性最大位移最大正位移組合1(恒0+活1)Uz:mm最大負位移組合5(恒0+活1+0.6風(fēng)2)Uz:mm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6組合1(恒0+活1)0.458-0.005-1.7861.844Y方向位移最大12組合1(恒0+活1)0.3130.000-1.5281.560Z方向位移最大8組合1(恒0+活1)0.0000.0000.000