中學微改造工程-空間結構計算書

空間結構計算書項目名稱：中學微改造工程

目錄TOC\o"1-3"\f0\h\z\u1 設計依據(jù) 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(shù) 93.4 設計參數(shù) 104 計算簡圖 105 材料信息 115.1 材料特性 115.2 材料統(tǒng)計 116 荷載與組合 116.1 工況信息 126.2 荷載信息 126.3 荷載組合 167 周期與振型 167.1 周期與質量參與系數(shù) 168 線性計算結果 178.1 線性反力 178.2 線性內力 198.3 線性位移 249 驗算結果 279.1 桿件應力比限值分布圖 279.2 桿件應力比分布圖 289.3 桿件驗算結果云圖 29設計依據(jù)《工程結構通用規(guī)范》（GB55001-2021）《鋼結構設計標準》(GB50017-2017)《鋼結構通用規(guī)范》（GB55006-2021）《建筑結構荷載規(guī)范》(GB50009-2012)《建筑抗震設計規(guī)范》(GB50011-2010)(2016年版)《建筑與市政工程抗震通用規(guī)范》（GB55002-2021）《建筑地基基礎設計規(guī)范》(GB50007-2011)《建筑結構可靠性設計統(tǒng)一標準》(GB50068-2018)《鋼管混凝土結構技術規(guī)范》(GB50936-2014)《鋼管混凝土結構設計規(guī)程》(CECS28:2012)《矩形鋼管混凝土結構技術規(guī)程》(CECS159-2004)《鋼結構焊接規(guī)范》(GB50661-2011)《鋼結構高強度螺栓連接技術規(guī)程》(JGJ82-2011)軟件信息3D3SDesign2022.0（上海同磊土木工程技術有限公司）結構信息總體信息節(jié)點總數(shù)76支座總數(shù)4單元總數(shù)89材料種類1截面種類5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17.5000.0003.018211.2500.0003.01833.7500.0003.01840.0000.0003.01857.500-2.5003.505611.250-2.5003.50573.750-2.5003.50580.000-2.5003.50597.5003.0002.6001011.2503.0002.600113.7503.0002.600120.0003.0002.6001311.2501.5002.7051411.2501.8752.6601511.2502.2502.6281611.2502.6252.6081711.2500.3752.9201811.2500.7502.8351911.2501.1252.7642011.250-2.2003.4972111.250-1.9003.4762211.250-1.6003.4422311.250-0.4003.1642411.250-0.8003.2822511.250-1.2003.3742611.2500.0004.1002711.2500.0004.500287.5001.5002.705297.5001.8752.660307.5002.2502.628317.5002.6252.608327.5000.3752.920337.5000.7502.835347.5001.1252.764357.500-2.2003.497367.500-1.9003.476377.500-1.6003.442387.500-0.4003.164397.500-0.8003.282407.500-1.2003.374417.5000.0004.100427.5000.0004.500433.7501.5002.705443.7501.8752.660453.7502.2502.628463.7502.6252.608473.7500.3752.920483.7500.7502.835493.7501.1252.764503.750-2.2003.497513.750-1.9003.476523.750-1.6003.442533.750-0.4003.164543.750-0.8003.282553.750-1.2003.374563.7500.0004.100573.7500.0004.500580.0001.5002.705590.0001.8752.660600.0002.2502.628610.0002.6252.608620.0000.3752.920630.0000.7502.835640.0001.1252.764650.000-2.2003.497660.000-1.9003.476670.000-1.6003.442680.000-0.4003.164690.000-0.8003.282700.000-1.2003.374710.0000.0004.100720.0000.0004.5007311.2500.0000.000支座1747.5000.0000.000支座1753.7500.0000.000支座1760.0000.0000.000支座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(shù)繞3軸計算長度系數(shù)i節(jié)點釋放j節(jié)點釋放1φ159x6Q235B3.7502883.98845.19845.191.0001.0002φ159x6Q235B3.7502883.98845.19845.191.0001.0003φ159x6Q235B3.7502883.98845.19845.191.0001.0004φ159x6Q235B3.7502883.98845.19845.191.0001.000R3R35φ159x6Q235B3.7502883.98845.19845.191.0001.000R3R36φ159x6Q235B3.7502883.98845.19845.191.0001.000R3R37φ159x6Q235B3.7502883.98845.19845.191.0001.000R3R38φ159x6Q235B3.7502883.98845.19845.191.0001.000R3R39φ159x6Q235B3.7502883.98845.19845.191.0001.000R3R310φ180x6Q235B0.3783279.821242.721242.728.0423.98411φ180x6Q235B0.3763279.821242.721242.728.0713.99812φ180x6Q235B0.3763279.821242.721242.728.0904.00713φ180x6Q235B0.3753279.821242.721242.728.0994.01214φ180x6Q235B0.3883279.821242.721242.727.8373.95515φ180x6Q235B0.3843279.821242.721242.727.9033.98816φ180x6Q235B0.3823279.821242.721242.727.9594.01717φ180x6Q235B0.3793279.821242.721242.728.0064.04118φ180x6Q235B0.3003279.821242.721242.728.5403.00819φ180x6Q235B0.3013279.821242.721242.728.5213.00220φ180x6Q235B0.3023279.821242.721242.728.4872.99021φ180x6Q235B0.4263279.821242.721242.726.0163.89722φ180x6Q235B0.4173279.821242.721242.726.1403.97723φ180x6Q235B0.4113279.821242.721242.726.2404.04124φ180x6Q235B0.4063279.821242.721242.726.3154.09025φ114x6Q235B2.0482035.75297.73297.731.0001.000R2R3R2R326φ114x6Q235B1.7312035.75297.73297.731.0001.000R2R3R2R327φ219x8Q235B1.0825303.012955.432955.434.4489.45028φ219x8Q235B0.4005303.012955.432955.4312.03225.56529φ180x6Q235B0.3783279.821242.721242.728.0423.98430φ180x6Q235B0.3763279.821242.721242.728.0713.99831φ180x6Q235B0.3763279.821242.721242.728.0904.00732φ180x6Q235B0.3753279.821242.721242.728.0994.01233φ180x6Q235B0.3883279.821242.721242.727.8373.95534φ180x6Q235B0.3843279.821242.721242.727.9033.98835φ180x6Q235B0.3823279.821242.721242.727.9594.01736φ180x6Q235B0.3793279.821242.721242.728.0064.04137φ180x6Q235B0.3003279.821242.721242.728.5403.00838φ180x6Q235B0.3013279.821242.721242.728.5213.00239φ180x6Q235B0.3023279.821242.721242.728.4872.99040φ180x6Q235B0.4263279.821242.721242.726.0163.89741φ180x6Q235B0.4173279.821242.721242.726.1403.97742φ180x6Q235B0.4113279.821242.721242.726.2404.04143φ180x6Q235B0.4063279.821242.721242.726.3154.09044φ114x6Q235B2.0482035.75297.73297.731.0001.000R2R3R2R345φ114x6Q235B1.7312035.75297.73297.731.0001.000R2R3R2R346φ219x8Q235B1.0825303.012955.432955.434.4486.91847φ219x8Q235B0.4005303.012955.432955.4312.03218.71548φ180x6Q235B0.3783279.821242.721242.728.0423.98449φ180x6Q235B0.3763279.821242.721242.728.0713.99850φ180x6Q235B0.3763279.821242.721242.728.0904.00751φ180x6Q235B0.3753279.821242.721242.728.0994.01252φ180x6Q235B0.3883279.821242.721242.727.8373.95553φ180x6Q235B0.3843279.821242.721242.727.9033.98854φ180x6Q235B0.3823279.821242.721242.727.9594.01755φ180x6Q235B0.3793279.821242.721242.728.0064.04156φ180x6Q235B0.3003279.821242.721242.728.5403.00857φ180x6Q235B0.3013279.821242.721242.728.5213.00258φ180x6Q235B0.3023279.821242.721242.728.4872.99059φ180x6Q235B0.4263279.821242.721242.726.0163.89760φ180x6Q235B0.4173279.821242.721242.726.1403.97761φ180x6Q235B0.4113279.821242.721242.726.2404.04162φ180x6Q235B0.4063279.821242.721242.726.3154.09063φ114x6Q235B2.0482035.75297.73297.731.0001.000R2R3R2R364φ114x6Q235B1.7312035.75297.73297.731.0001.000R2R3R2R365φ219x8Q235B1.0825303.012955.432955.434.4486.91866φ219x8Q235B0.4005303.012955.432955.4312.03218.71567φ180x6Q235B0.3783279.821242.721242.728.0423.98468φ180x6Q235B0.3763279.821242.721242.728.0713.99869φ180x6Q235B0.3763279.821242.721242.728.0904.00770φ180x6Q235B0.3753279.821242.721242.728.0994.01271φ180x6Q235B0.3883279.821242.721242.727.8373.95572φ180x6Q235B0.3843279.821242.721242.727.9033.98873φ180x6Q235B0.3823279.821242.721242.727.9594.01774φ180x6Q235B0.3793279.821242.721242.728.0064.04175φ180x6Q235B0.3003279.821242.721242.728.5403.00876φ180x6Q235B0.3013279.821242.721242.728.5213.00277φ180x6Q235B0.3023279.821242.721242.728.4872.99078φ180x6Q235B0.4263279.821242.721242.726.0163.89779φ180x6Q235B0.4173279.821242.721242.726.1403.97780φ180x6Q235B0.4113279.821242.721242.726.2404.04181φ180x6Q235B0.4063279.821242.721242.726.3154.09082φ114x6Q235B2.0482035.75297.73297.731.0001.000R2R3R2R383φ114x6Q235B1.7312035.75297.73297.731.0001.000R2R3R2R384φ219x8Q235B1.0825303.012955.432955.434.4489.45085φ219x8Q235B0.4005303.012955.432955.4312.03225.56586φ325x10Q235B3.0189896.0212286.5212286.521.4821.87587φ325x10Q235B3.0189896.0212286.5212286.521.4821.75988φ325x10Q235B3.0189896.0212286.5212286.521.4821.75989φ325x10Q235B3.0189896.0212286.5212286.521.4821.875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(shù)1圓管截面φ325x1042圓管截面φ219x883圓管截面φ180x6604圓管截面φ159x695圓管截面φ114x68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（鐵木辛哥梁）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(shù)結構重要性系數(shù)：1.000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三級三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(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(shù)設計強度(MPa)質量密度(kg/mm3)Q235B-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)1φ114x6Q235B-1815.115241.5422φ159x6Q235B-1933.750764.0753φ180x6Q235B-16022.401576.7384φ219x8Q235B-185.928246.7945φ325x10Q235B-1412.072937.76189根89.265m2767kg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(shù)面荷載值(基本風壓)1恒0單向桿件--0.2002活1單向桿件--0.5003風2單向桿件-2.0000.550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單向桿件0.200否恒荷載工況0桿件導荷載分布圖（整體）活荷載活荷載1(1)活荷載1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單向桿件0.500否活荷載工況1桿件導荷載分布圖（整體）風荷載基本參數(shù)基本風壓：0.55(kN/m2)地面粗糙度：B風計算用規(guī)范：《建筑結構荷載規(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）βz3.341.001.001.001.69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)（計算圍護結構用）風荷載2(1)風荷載2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(shù)風振系數(shù)1單向桿件0.550-2.000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)：《建筑抗震設計規(guī)范》(GB50011-2010)(2016年版)地震烈度：7度0.10g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(shù)最大值：0.08罕遇水平地震影響系數(shù)最大值：0.5計算振型數(shù)：9結構阻尼比：0.04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+1.50活載1+1.50x0.60風載2(4)1.300恒載+1.50x0.70活載1+1.50風載2(5)1.300恒載+1.50x0.70活載1+1.50x0.60風載2(6)1.300恒載+1.30x0.50活載1+1.400水平地震(7)1.000恒載+1.50風載2(8)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量參與系數(shù)振型周期(s)X向質量參與系數(shù)Y向質量參與系數(shù)Z向質量參與系數(shù)10.2040.000%37.750%1.090%20.1720.187%0.000%0.000%30.14988.853%0.000%0.000%40.1360.000%3.851%0.020%50.1352.618%0.000%0.000%60.1162.361%0.000%0.000%70.0930.000%43.466%3.509%80.0820.000%0.000%0.000%90.0690.000%9.443%0.943%合計94.019%94.509%5.561%線性計算結果線性反力支座節(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N1N2N3M1M2M376N1最大621.0070.00511.0302.4312.514-0.19576N2最大640.1290.38210.9290.4160.1180.01076N3最大110.106-0.12213.4323.0380.101-0.02876M1最大410.058-3.374-6.0759.2520.057-0.06376M2最大621.0070.00511.0302.4312.514-0.19576M3最大61-0.787-0.16710.6551.933-2.3080.16076合力最大110.106-0.12213.4323.0380.101-0.02876N1最小61-0.787-0.16710.6551.933-2.3080.16076N2最小410.058-3.374-6.0759.2520.057-0.06376N3最小210.063-3.317-9.7018.0530.059-0.04976M1最小640.1290.38210.9290.4160.1180.01076M2最小61-0.787-0.16710.6551.933-2.3080.16076M3最小621.0070.00511.0302.4312.514-0.19575N1最大621.0490.04716.7542.8622.560-0.18975N2最大640.0070.94817.020-0.2100.0050.00875N3最大11-0.0130.12221.9533.737-0.012-0.03375M1最大41-0.055-5.433-17.04214.014-0.051-0.07875M2最大621.0490.04716.7542.8622.560-0.18975M3最大61-1.0690.11516.8062.447-2.5800.14375合力最大21-0.051-5.490-24.28412.498-0.048-0.06475N1最小61-1.0690.11516.8062.447-2.5800.14375N2最小21-0.051-5.490-24.28412.498-0.048-0.06475N3最小21-0.051-5.490-24.28412.498-0.048-0.06475M1最小640.0070.94817.020-0.2100.0050.00875M2最小61-1.0690.11516.8062.447-2.5800.14375M3最小621.0490.04716.7542.8622.560-0.18974N1最大621.0690.11516.8062.4472.580-0.14374N2最大64-0.0070.94817.020-0.210-0.005-0.00874N3最大110.0130.12221.9533.7370.0120.03374M1最大410.055-5.433-17.04214.0140.0510.07874M2最大621.0690.11516.8062.4472.580-0.14374M3最大61-1.0490.04716.7542.862-2.5600.18974合力最大210.051-5.490-24.28412.4980.0480.06474N1最小61-1.0490.04716.7542.862-2.5600.18974N2最小210.051-5.490-24.28412.4980.0480.06474N3最小210.051-5.490-24.28412.4980.0480.06474M1最小64-0.0070.94817.020-0.210-0.005-0.00874M2最小61-1.0490.04716.7542.862-2.5600.18974M3最小621.0690.11516.8062.4472.580-0.14373N1最大620.787-0.16710.6551.9332.308-0.16073N2最大64-0.1290.38210.9290.416-0.118-0.01073N3最大11-0.106-0.12213.4323.038-0.1010.02873M1最大41-0.058-3.374-6.0759.252-0.0570.06373M2最大620.787-0.16710.6551.9332.308-0.16073M3最大61-1.0070.00511.0302.431-2.5140.19573合力最大11-0.106-0.12213.4323.038-0.1010.02873N1最小61-1.0070.00511.0302.431-2.5140.19573N2最小41-0.058-3.374-6.0759.252-0.0570.06373N3最小21-0.063-3.317-9.7018.053-0.0590.04973M1最小64-0.1290.38210.9290.416-0.118-0.01073M2最小61-1.0070.00511.0302.431-2.5140.19573M3最小620.787-0.16710.6551.9332.308-0.160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M3187710.00044.529-0.072-8.2550.0906.950-0.150288710.00044.5290.072-8.255-0.0906.9500.150346711.08237.8370.0004.099-0.003-0.000-0.006465711.08237.837-0.0004.0990.003-0.0000.006534710.38433.9712.7880.141-0.021-0.057-1.889653710.38433.9712.788-0.1410.0210.057-1.889735710.38233.9617.1010.141-0.023-0.003-3.998854710.38233.9617.101-0.1410.0230.003-3.998933710.38833.724-1.5460.141-0.018-0.112-1.4271052710.38833.724-1.546-0.1410.0180.112-1.427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M3144710.000-40.8180.1180.0000.001-0.000-0.000263710.000-40.8180.118-0.000-0.0010.000-0.000388113.018-30.6090.0180.174-0.047-5.291-0.016487113.018-30.609-0.0180.1740.047-5.2910.016545710.000-27.8550.1250.0000.007-0.0000.000664710.000-27.8550.125-0.000-0.0070.0000.000765110.000-25.3900.000-3.3790.0023.6560.003846110.000-25.390-0.000-3.379-0.0023.656-0.003982710.000-20.5830.118-0.000-0.0000.000-0.0001025710.000-20.5830.1180.0000.000-0.000-0.000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M3187710.00044.529-0.072-8.2550.0906.950-0.150288710.00044.5290.072-8.255-0.0906.9500.150346630.000-16.788-0.000-3.479-0.0033.766-0.005465630.000-16.7880.000-3.4790.0033.7660.005589710.00020.977-0.037-4.956-0.0703.541-0.077686710.00020.9770.037-4.9560.0703.5410.077727110.000-14.811-0.000-2.223-0.0022.405-0.003884110.000-14.8110.000-2.2230.0022.4050.003952610.000-13.6100.187-0.7900.0211.0190.5701033810.000-10.2530.117-0.7800.0220.9950.353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M3187413.01827.884-0.081-8.1570.115-20.7060.075288413.01827.8840.081-8.157-0.115-20.706-0.075389413.01810.764-0.064-5.054-0.093-13.6120.064486413.01810.7640.064-5.0540.093-13.612-0.064565710.00037.396-0.0004.0990.003-4.4360.006646710.00037.3960.0004.099-0.003-4.436-0.006784710.00018.2960.0002.2180.003-2.4000.007827710.00018.296-0.0002.218-0.003-2.400-0.007933620.000-13.6100.1870.790-0.021-1.0190.5701052820.000-10.2530.1170.780-0.022-0.9950.353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M3148110.0000.8607.180-0.0120.0000.0065.886229110.0000.8607.1800.012-0.000-0.0065.886355110.000-20.4567.263-0.0120.001-0.0065.886436110.000-20.4567.2630.012-0.0010.0065.886510110.0000.4693.8340.012-0.001-0.0063.643667110.0000.4693.834-0.0120.0010.0063.643717110.000-11.6404.2850.012-0.0010.0063.643874110.000-11.6404.285-0.0120.001-0.0063.643987623.018-21.850-1.4960.153-0.203-3.1603.6111088823.018-16.744-1.4730.034-0.255-2.9453.588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M3129710.0000.355-11.5870.141-0.0210.052-7.723248710.0000.355-11.587-0.1410.021-0.052-7.723336710.00033.698-11.3870.141-0.023-0.051-7.723455710.00033.698-11.387-0.1410.0230.051-7.723567710.0000.461-5.636-0.1660.026-0.069-4.268610710.0000.461-5.6360.166-0.0260.069-4.268774710.00017.249-5.987-0.1660.0280.068-4.268817710.00017.249-5.9870.166-0.028-0.068-4.268954710.38233.9617.101-0.1410.0230.003-3.9981035710.38233.9617.1010.141-0.023-0.003-3.998線性位移線性最大位移最大正位移組合4(恒0+0.7活1+風2)Uz:mm最大負位移組合1(恒0+活1)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9組合6-情況1(恒0+0.5活1+水平地震)0.6980.165-3.1823.262Y方向位移最大42組合4(恒0+0.7活1+風2)0.0072.4470.0432.447Z方向位移最大5組合4(恒0+0.7活1+風2)-0.0011.8941.7972.610空間位移最大9組合1(恒0+活1)0.0000.218-4.4234.429X方向位移最小11組合6-情況2(恒0+0.5活1+水平地震)-0.6980.123-3.4033.477Y方向位移