輕鋼雨棚結(jié)構(gòu)計算書項目名稱：輕鋼雨棚

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) 83.4 設(shè)計參數(shù) 94 計算簡圖 95 材料信息 105.1 材料特性 105.2 材料統(tǒng)計 116 荷載與組合 116.1 工況信息 116.2 荷載信息 126.3 荷載組合 187 周期與振型 197.1 周期與質(zhì)量參與系數(shù) 198 線性計算結(jié)果 208.1 線性反力 208.2 線性內(nèi)力 228.3 線性位移 299 驗算結(jié)果 329.1 桿件應(yīng)力比限值分布圖 329.2 桿件應(yīng)力比分布圖 339.3 桿件驗算結(jié)果云圖 34設(shè)計依據(jù)《工程結(jié)構(gòu)通用規(guī)范》（GB55001-2021）《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)軟件信息3D3SDesign2023.0（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)36支座總數(shù)4單元總數(shù)71材料種類1截面種類6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10.0000.0000.000支座120.0000.0005.40030.0004.6000.000支座140.0004.6005.400512.4000.0000.000支座1612.4000.0005.400712.4004.6000.000支座1812.4004.6005.40093.1000.0005.400101.5500.0005.625111.5500.0005.400123.1000.0005.850134.6500.0006.075144.6500.0005.400156.2000.0005.400166.2000.0006.300177.7500.0006.075187.7500.0005.400199.3000.0005.400209.3000.0005.8502110.8500.0005.6252210.8500.0005.4002310.8504.6005.4002410.8504.6005.625259.3004.6005.400269.3004.6005.850277.7504.6006.075287.7504.6005.400296.2004.6005.400306.2004.6006.300314.6504.6006.075324.6504.6005.400333.1004.6005.400341.5504.6005.625351.5504.6005.400363.1004.6005.850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1方200x5.0Q235B5.4003840.002410.002410.001.4271.0882方200x5.0Q235B5.4003840.002410.002410.001.4271.0883方200x5.0Q235B5.4003840.002410.002410.001.4271.0884方200x5.0Q235B5.4003840.002410.002410.001.4271.0885方50x3.0Q235B1.566540.8019.4619.461.0001.0006方100x4.0Q235B0.2251494.70226.34226.341.0001.0007方50x3.0Q235B0.450540.8019.4619.461.0001.0008方50x3.0Q235B1.691540.8019.4619.461.0001.0009方50x3.0Q235B0.675540.8019.4619.461.0001.00010方50x3.0Q235B1.691540.8019.4619.461.0001.00011方50x3.0Q235B0.900540.8019.4619.461.0001.00012方50x3.0Q235B1.691540.8019.4619.461.0001.00013方50x3.0Q235B0.675540.8019.4619.461.0001.00014方50x3.0Q235B1.691540.8019.4619.461.0001.00015方50x3.0Q235B0.450540.8019.4619.461.0001.00016方50x3.0Q235B1.566540.8019.4619.461.0001.00017方100x4.0Q235B0.2251494.70226.34226.341.0001.00018方100x4.0Q235B0.2251494.70226.34226.341.0001.00019方50x3.0Q235B1.566540.8019.4619.461.0001.00020方50x3.0Q235B0.450540.8019.4619.461.0001.00021方50x3.0Q235B1.691540.8019.4619.461.0001.00022方50x3.0Q235B0.675540.8019.4619.461.0001.00023方50x3.0Q235B1.691540.8019.4619.461.0001.00024方50x3.0Q235B0.900540.8019.4619.461.0001.00025方50x3.0Q235B1.691540.8019.4619.461.0001.00026方50x3.0Q235B0.675540.8019.4619.461.0001.00027方50x3.0Q235B1.691540.8019.4619.461.0001.00028方50x3.0Q235B1.566540.8019.4619.461.0001.00029方100x4.0Q235B0.2251494.70226.34226.341.0001.00030矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00031矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00032矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00033矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00034矩180x100x4.0Q235B4.6002131.70373.88926.021.0001.00035矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00036矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00037矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00038矩150x100x4.0Q235B4.6001894.70318.55594.591.0001.00039方150x4.0Q235B1.5662294.80807.82807.821.0001.00040方150x4.0Q235B1.5662294.80807.82807.821.0001.00041方150x4.0Q235B1.5662294.80807.82807.821.0001.00042方150x4.0Q235B1.5662294.80807.82807.821.0001.00043方150x4.0Q235B1.5662294.80807.82807.821.0001.00044方150x4.0Q235B1.5662294.80807.82807.821.0001.00045方150x4.0Q235B1.5662294.80807.82807.821.0001.00046方150x4.0Q235B1.5662294.80807.82807.821.0001.00047方150x4.0Q235B1.5662294.80807.82807.821.0001.00048方150x4.0Q235B1.5662294.80807.82807.821.0001.00049方150x4.0Q235B1.5662294.80807.82807.821.0001.00050方150x4.0Q235B1.5662294.80807.82807.821.0001.00051方150x4.0Q235B1.5662294.80807.82807.821.0001.00052方150x4.0Q235B1.5662294.80807.82807.821.0001.00053方150x4.0Q235B1.5662294.80807.82807.821.0001.00054方150x4.0Q235B1.5662294.80807.82807.821.0001.00055方150x4.0Q235B1.5502294.80807.82807.828.0001.00056方150x4.0Q235B1.5502294.80807.82807.828.0001.00057方150x4.0Q235B1.5502294.80807.82807.828.0001.00058方150x4.0Q235B1.5502294.80807.82807.828.0001.00059方150x4.0Q235B1.5502294.80807.82807.828.0001.00060方150x4.0Q235B1.5502294.80807.82807.828.0001.00061方150x4.0Q235B1.5502294.80807.82807.828.0001.00062方150x4.0Q235B1.5502294.80807.82807.828.0001.00063方150x4.0Q235B1.5502294.80807.82807.828.0001.00064方150x4.0Q235B1.5502294.80807.82807.828.0001.00065方150x4.0Q235B1.5502294.80807.82807.828.0001.00066方150x4.0Q235B1.5502294.80807.82807.828.0001.00067方150x4.0Q235B1.5502294.80807.82807.828.0001.00068方150x4.0Q235B1.5502294.80807.82807.828.0001.00069方150x4.0Q235B1.5502294.80807.82807.828.0001.00070方150x4.0Q235B1.5502294.80807.82807.828.0001.00071方50x3.0Q235B0.450540.8019.4619.461.0001.000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方形空心型鋼方200x5.042方形空心型鋼方150x4.0323方形空心型鋼方100x4.044方形空心型鋼方50x3.0225矩形空心型鋼矩180x100x4.016矩形空心型鋼矩150x100x4.08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:考慮剪切效應(yīng)（鐵木辛柯梁）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)：1.000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)計強度(MPa)質(zhì)量密度(kg/mm3)Q235BQ235206.0000.3001.20e-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方50x3.0Q235B2226.090110.7582方100x4.0Q235B40.90010.5603方150x4.0Q235B3249.860898.1864方200x5.0Q235B421.600651.1105矩150x100x4.0Q235B836.800547.3416矩180x100x4.0Q235B14.60076.97671根139.850m2295kg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0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(基本風壓)1恒0雙向桿件0.1502活1雙向桿件0.5003風2雙向桿件0.8000.450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0.150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0.500否活荷載工況1桿件導(dǎo)荷載分布圖（整體）風荷載基本參數(shù)基本風壓：0.45(kN/m2)地面粗糙度：B風計算用規(guī)范：《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)風荷載計算用阻尼比：0.02參考點高度Z0（m）：0.00風荷載參數(shù)高度(m)μz（修正前）ημz（修正后）βz5.511.001.001.001.68說明：μz為風壓高度變化系數(shù)，η為風壓高度變化修正系數(shù)，βz為風振系數(shù)，βgz為陣風系數(shù)（計算圍護結(jié)構(gòu)用）風荷載2(1)風荷載2桿件導(dǎo)荷載桿件荷載表序號導(dǎo)荷方式基本風壓(kN/m2)體型系數(shù)風振系數(shù)1雙向桿件0.4500.800自動計算風荷載工況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：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聯(lián)：否振型組合方法：CQC計算豎向地震作用：否質(zhì)量源：恒載(工況0)*1.00+活(工況1)_活*0.50溫度荷載溫度工況1分布圖（整體）溫度工況2分布圖（整體）荷載組合(1)1.300恒載+1.50活載1(2)1.300恒載+1.50風載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風載2(6)1.300恒載+1.50x0.70活載1+1.50風載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風載2+1.500x0.600溫度1(12)1.300恒載+1.50風載2+1.500x0.600溫度2(13)1.300恒載+1.50x0.60風載2+1.500溫度1(14)1.300恒載+1.50x0.60風載2+1.500溫度2(15)1.300恒載+1.50x0.70活載1+1.50x0.60風載2(16)1.300恒載+1.50活載1+1.50x0.60風載2+1.500x0.600溫度1(17)1.300恒載+1.50活載1+1.50x0.60風載2+1.500x0.600溫度2(18)1.300恒載+1.50x0.70活載1+1.50風載2+1.500x0.600溫度1(19)1.300恒載+1.50x0.70活載1+1.50風載2+1.500x0.600溫度2(20)1.300恒載+1.50x0.70活載1+1.50x0.60風載2+1.500溫度1(21)1.300恒載+1.50x0.70活載1+1.50x0.60風載2+1.500溫度2(22)1.300恒載+1.30x0.50活載1+1.400水平地震(23)1.000恒載+1.50風載2(24)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(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)10.5500.000%96.657%0.000%20.43299.645%0.000%0.000%30.3250.000%0.000%0.000%40.1980.000%0.000%0.000%50.1510.000%3.293%0.000%60.1360.000%0.000%75.650%70.1310.000%0.000%0.000%80.0880.000%0.000%0.000%90.0610.339%0.000%0.000%合計99.983%99.949%75.650%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N1N2N3M1M2M37N1最大41-0.598-0.1427.7660.066-0.6440.0377N2最大224-1.407-0.09810.991-0.400-2.634-0.0577N3最大191-3.078-1.07723.6521.810-5.4790.1757M1最大181-3.442-1.18123.6512.222-6.7330.1687M2最大41-0.598-0.1427.7660.066-0.6440.0377M3最大223-1.449-0.76511.6691.942-2.7140.1807合力最大181-3.442-1.18123.6512.222-6.7330.1687N1最小181-3.442-1.18123.6512.222-6.7330.1687N2最小181-3.442-1.18123.6512.222-6.7330.1687N3最小31-1.205-0.3177.7640.753-2.7330.0257M1最小224-1.407-0.09810.991-0.400-2.634-0.0577M2最小181-3.442-1.18123.6512.222-6.7330.1687M3最小224-1.407-0.09810.991-0.400-2.634-0.0575N1最大41-0.5980.1427.765-0.065-0.646-0.0385N2最大181-3.4421.18123.652-2.223-6.731-0.1675N3最大181-3.4421.18123.652-2.223-6.731-0.1675M1最大223-1.4070.09810.9910.400-2.6340.0575M2最大41-0.5980.1427.765-0.065-0.646-0.0385M3最大223-1.4070.09810.9910.400-2.6340.0575合力最大181-3.4421.18123.652-2.223-6.731-0.1675N1最小181-3.4421.18123.652-2.223-6.731-0.1675N2最小223-1.4070.09810.9910.400-2.6340.0575N3最小41-0.5980.1427.765-0.065-0.646-0.0385M1最小181-3.4421.18123.652-2.223-6.731-0.1675M2最小181-3.4421.18123.652-2.223-6.731-0.1675M3最小224-1.4490.76511.669-1.942-2.714-0.1803N1最大1813.443-1.18123.6522.2236.731-0.1673N2最大2241.407-0.09810.991-0.4002.6340.0573N3最大1813.443-1.18123.6522.2236.731-0.1673M1最大1813.443-1.18123.6522.2236.731-0.1673M2最大1813.443-1.18123.6522.2236.731-0.1673M3最大2241.407-0.09810.991-0.4002.6340.0573合力最大1813.443-1.18123.6522.2236.731-0.1673N1最小410.597-0.1427.7650.0640.646-0.0383N2最小1813.443-1.18123.6522.2236.731-0.1673N3最小410.597-0.1427.7650.0640.646-0.0383M1最小2241.407-0.09810.991-0.4002.6340.0573M2最小410.597-0.1427.7650.0640.646-0.0383M3最小2231.449-0.76511.6691.9422.714-0.1801N1最大1813.4411.18123.651-2.2216.7290.1681N2最大1813.4411.18123.651-2.2216.7290.1681N3最大1813.4411.18123.651-2.2216.7290.1681M1最大2231.4070.09810.9910.4002.634-0.0571M2最大1813.4411.18123.651-2.2216.7290.1681M3最大2241.4490.76511.669-1.9422.7140.1801合力最大1813.4411.18123.651-2.2216.7290.1681N1最小410.6000.1427.765-0.0670.6500.0371N2最小2231.4070.09810.9910.4002.634-0.0571N3最小410.6000.1427.765-0.0670.6500.0371M1最小1813.4411.18123.651-2.2216.7290.1681M2最小410.6000.1427.765-0.0670.6500.0371M3最小2231.4070.09810.9910.4002.634-0.057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M31601910.000104.9241.334-0.3380.0890.629-1.2502681910.000104.9181.3310.338-0.089-0.630-1.2533651910.000104.912-0.974-0.3390.089-0.104-3.0404571910.000104.807-1.0550.338-0.0890.106-3.1205591910.000104.3391.443-0.195-0.0050.9520.5206671910.000104.3331.4530.1950.006-0.9520.5337661910.000104.328-1.098-0.195-0.005-0.650-1.4448581910.000104.236-1.0580.1950.0060.650-1.3989611910.00094.605-0.226-0.4070.3180.131-3.04710691910.00094.600-0.2250.407-0.317-0.131-3.047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M31401911.566-118.3710.041-0.490-0.217-0.123-2.6112441911.566-118.0250.2590.4900.2210.125-2.8203481911.566-118.0190.262-0.490-0.222-0.125-2.8214521911.566-118.0020.2630.4910.2260.126-2.8215411911.566-117.784-0.9150.111-1.2970.042-2.3636451911.566-117.562-1.133-0.1131.292-0.044-2.2197491911.566-117.557-1.1340.113-1.2930.043-2.2188531911.566-117.540-1.135-0.1141.289-0.045-2.2179431911.566-96.1400.949-2.623-0.685-0.820-1.47010391911.566-96.1311.0212.6230.6870.820-1.582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M3111815.400-31.8494.9811.7260.2456.070-17.145231815.400-31.849-4.9831.726-0.2456.06917.1463431910.000-96.0262.470-2.623-0.6853.2891.2064511910.000-96.0132.454-2.623-0.6843.2881.184521810.000-33.9244.984-1.726-0.2453.2539.759641810.000-33.923-4.983-1.7260.2453.251-9.761761810.000-8.74836.819-0.194-0.2001.5064.1848171810.000-8.749-36.814-0.1920.2001.505-4.1849591910.000104.3391.443-0.195-0.0050.9520.52010581911.550104.236-1.4140.1950.0060.9520.518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M3141815.400-31.848-4.983-1.7260.245-6.06917.147221815.400-31.8494.984-1.726-0.245-6.068-17.1553391910.000-96.0162.5422.6230.687-3.2881.2084471910.000-96.0132.4532.6230.685-3.2881.185531810.000-33.924-4.9831.726-0.245-3.252-9.759611810.000-33.9244.9811.7260.245-3.2509.7557181810.000-8.749-36.8130.193-0.200-1.505-4.1848291810.000-8.92236.9400.1910.200-1.5044.1399661911.550104.328-1.454-0.195-0.005-0.9520.53310671910.000104.3331.4530.1950.006-0.9520.533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M3141815.400-31.848-4.983-1.7260.245-6.06917.147231815.400-31.849-4.9831.726-0.2456.06917.146321810.000-33.9244.984-1.726-0.2453.2539.759411810.000-33.9244.9811.7260.245-3.2509.7555461811.566-61.691-10.1510.7472.2690.8268.6026501811.566-61.695-10.151-0.747-2.269-0.8268.6017541811.566-61.708-10.1500.7472.2700.8268.6008421811.566-61.704-10.097-0.747-2.268-0.8268.5799551810.00054.3939.8680.222-1.833-0.6598.57610621811.55054.374-9.816-0.2221.834-0.6598.545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M3121815.400-31.8494.984-1.726-0.245-6.068-17.155211815.400-31.8494.9811.7260.2456.070-17.145341810.000-33.923-4.983-1.7260.2453.251-9.761431810.000-33.924-4.9831.726-0.245-3.252-9.7595341912.300-5.540-0.0010.0000.001-0.000-8.3226351912.3002.953-0.0000.000-0.000-0.604-6.7807331912.3002.953-0.002-0.000-0.0040.604-6.7808361912.300-0.721-0.0000.0000.000-0.514-6.5699321912.300-0.7210.0040.001-0.0000.514-6.56910621910.00058.411-9.208-0.2241.783-0.305-6.539線性位移線性最大位移最大正位移__組合3(恒0+溫度1)_Uz：mm最大負位移__組合19(恒0+0.7活1+風2+0.6溫度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8組合22-情況1(恒0+0.5活1+水平地震)2.258-0.003-0.0732.259Y方向位移最大29組合22-情況3(恒0+0.5活1+水平地震)0.0004.036-5.3516.702Z方向位移最大8組合3(恒0+溫度1)1.6980.5491.2482.178空間位移最大29組合19(恒0+0.7活1+風2+0.6溫度2)-0.0042.983-13.01613.354X方向位移最小4組合22-情況2(恒0+0.5活1+水平地震)-2.258-0.003-0.0732.259Y方向位移最小15組合22-情況4(恒0+0.5活1+水平地震)0.000-4.036-5.3516.702Z方向位移最小30組合19(恒0+0.7活1+風2+0.6溫度2)-0.005-0.352-13.05313.058線性組合最大最小位移圖（整體）驗算結(jié)果桿件應(yīng)力比限值分布圖應(yīng)力比限值表序號應(yīng)力