懸挑玻璃雨篷計算書

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\u327401設(shè)計依據(jù) 2159692軟件信息 3202093結(jié)構(gòu)信息 3201243.1總體信息 3151593.2幾何信息 3295723.3計算參數(shù) 7198293.4設(shè)計參數(shù) 7326514計算簡圖 741545材料信息 8300215.1材料特性 874335.2材料統(tǒng)計 832026荷載與組合 919166.1工況信息 93336.2荷載信息 9160726.3荷載組合 1210257周期與振型 1297.1周期與質(zhì)量參與系數(shù) 1268568線性計算結(jié)果 1321088.1線性反力 1321078.2線性內(nèi)力 16273578.3線性位移 23102519驗算結(jié)果 25231569.1桿件應(yīng)力比限值分布圖 25311859.2桿件應(yīng)力比分布圖 26231989.3桿件驗算結(jié)果云圖 27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(biāo)準(zhǔn)》(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(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)高強度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)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)20支座總數(shù)4單元總數(shù)28材料種類2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(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注節(jié)點號x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注10.0000.0008.000支座120.000-4.3508.00034.2000.0008.000支座144.200-4.3508.0005-1.500-4.3508.00065.700-4.3508.0007-1.500-3.1008.00085.700-3.1008.0009-1.500-1.8508.000105.700-1.8508.00011-1.500-0.3008.000125.700-0.3008.000130.0000.0009.500支座1140.000-3.1008.000154.2000.0009.500支座1164.200-3.1008.000170.000-0.3008.000180.000-1.8508.000194.200-0.3008.000204.200-1.8508.000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1φ102x5Q235B3.4441523.67179.68179.681.0001.0002φ102x5Q235B3.4441523.67179.68179.681.0001.0003H350~339.66x150x6x10Q355B0.3004980.00563.0910469.351.00010.3334H339.66~306.21x150x6x10Q355B1.5504917.96563.089786.361.0002.0005H306.21~278.1x150x6xQ355B1.2504717.26563.027755.291.0002.4806H278.1~250x150x6x10Q355B1.2504548.60562.966253.001.0001.0007H350~339.66x150x6x10Q355B0.3004980.00563.0910469.351.00010.3338H339.66~306.21x150x6x10Q355B1.5504917.96563.089786.361.0002.0009H306.21~278.1x150x6xQ355B1.2504717.26563.027755.291.0002.48010H278.1~250x150x6x10Q355B1.2504548.60562.966253.001.0001.00011HN250X125Q355B1.5003696.00294.003960.001.0004.80012HN250X125Q355B4.2003696.00294.003960.001.0001.71413HN250X125Q355B1.5003696.00294.003960.001.0004.80014HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R315HN250X125Q355B4.2003696.00294.003960.001.0001.000R1R2R3R2R316HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R317HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R318HN250X125Q355B4.2003696.00294.003960.001.0001.000R1R2R3R2R319HN250X125Q355B1.5003696.00294.003960.001.0001.000R1R2R3R2R320HN250X125Q355B1.5003696.00294.003960.001.0004.80021HN250X125Q355B4.2003696.00294.003960.001.0001.71422HN250X125Q355B1.5003696.00294.003960.001.0004.80023HN250X125Q355B1.5503696.00294.003960.001.0002.61324HN250X125Q355B1.2503696.00294.003960.001.0003.24025HN250X125Q355B1.2503696.00294.003960.001.0003.24026HN250X125Q355B1.5503696.00294.003960.001.0002.61327HN250X125Q355B1.2503696.00294.003960.001.0003.24028HN250X125Q355B1.2503696.00294.003960.001.0003.240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工字形楔形截面H350~339.66x150x6x1022工字形楔形截面H339.66~306.21x150x6x1023工字形楔形截面H306.21~278.1x150x6x24工字形楔形截面H278.1~250x150x6x1025軋制H型鋼HN250X125186圓管截面φ102x52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不考慮注：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)Q355BQ355206.0000.0001.20e-05按規(guī)范7.85e-06Q235BQ235206.0000.0001.20e-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)1H278.1~250x150x6x10Q355B22.50087.6122H306.21~278.1x150x6xQ355B22.50090.9213H339.66~306.21x150x6x10Q355B23.100117.2374H350~339.66x150x6x10Q355B20.60023.3105φ102x5Q235B26.88882.3826HN250X125Q355B1836.9001070.60228根52.488m1472kg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)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單向桿件1.0002活1單向桿件0.5003風(fēng)2單向桿件-2.0000.480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單向桿件1.000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：0.48(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）βz8.001.001.001.001.20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單向桿件0.480-2.000自動計算風(fēng)荷載工況2體型系數(shù)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(fēng)載2(3)1.300恒載+1.50活載1+1.50x0.60風(fēng)載2(4)1.300恒載+1.50x0.70活載1+1.50風(fēng)載2(5)1.300恒載+1.50x0.70活載1+1.50x0.60風(fēng)載2(6)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)10.77971.094%0.000%0.000%20.1240.024%0.000%0.000%30.1182.273%0.000%0.000%40.1150.000%0.134%43.174%50.1030.000%23.381%0.036%60.08711.030%0.000%0.000%70.0730.000%0.046%2.515%80.0560.000%0.000%0.000%90.0540.000%0.213%32.243%合計84.420%23.774%77.967%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(biāo)準(zhǔn)值)(單位：kN、kN.m)節(jié)點號控制組合號組合序號N1N2N3M1M2M315N1最大21-0.0027.5493.7950.0000.0000.00015N2最大11-0.00644.88321.8360.0000.0000.00015N3最大11-0.00644.88321.8360.0000.0000.00015M1最大11-0.00644.88321.8360.0000.0000.00015M2最大11-0.00644.88321.8360.0000.0000.00015M3最大11-0.00644.88321.8360.0000.0000.00015合力最大11-0.00644.88321.8360.0000.0000.00015N1最小11-0.00644.88321.8360.0000.0000.00015N2最小21-0.0027.5493.7950.0000.0000.00015N3最小21-0.0027.5493.7950.0000.0000.00015M1最小11-0.00644.88321.8360.0000.0000.00015M2最小11-0.00644.88321.8360.0000.0000.00015M3最小11-0.00644.88321.8360.0000.0000.00013N1最大110.00644.88321.8360.0000.0000.00013N2最大110.00644.88321.8360.0000.0000.00013N3最大110.00644.88321.8360.0000.0000.00013M1最大110.00644.88321.8360.0000.0000.00013M2最大110.00644.88321.8360.0000.0000.00013M3最大110.00644.88321.8360.0000.0000.00013合力最大110.00644.88321.8360.0000.0000.00013N1最小210.0027.5493.7950.0000.0000.00013N2最小210.0027.5493.7950.0000.0000.00013N3最小210.0027.5493.7950.0000.0000.00013M1最小110.00644.88321.8360.0000.0000.00013M2最小110.00644.88321.8360.0000.0000.00013M3最小110.00644.88321.8360.0000.0000.0003N1最大110.162-44.8837.2510.0000.0000.0003N2最大210.027-7.5491.2060.0000.0000.0003N3最大110.162-44.8837.2510.0000.0000.0003M1最大110.162-44.8837.2510.0000.0000.0003M2最大110.162-44.8837.2510.0000.0000.0003M3最大110.162-44.8837.2510.0000.0000.0003合力最大110.162-44.8837.2510.0000.0000.0003N1最小210.027-7.5491.2060.0000.0000.0003N2最小110.162-44.8837.2510.0000.0000.0003N3最小210.027-7.5491.2060.0000.0000.0003M1最小110.162-44.8837.2510.0000.0000.0003M2最小110.162-44.8837.2510.0000.0000.0003M3最小110.162-44.8837.2510.0000.0000.0001N1最大21-0.027-7.5491.2060.0000.0000.0001N2最大21-0.027-7.5491.2060.0000.0000.0001N3最大11-0.162-44.8837.2510.0000.0000.0001M1最大11-0.162-44.8837.2510.0000.0000.0001M2最大11-0.162-44.8837.2510.0000.0000.0001M3最大11-0.162-44.8837.2510.0000.0000.0001合力最大11-0.162-44.8837.2510.0000.0000.0001N1最小11-0.162-44.8837.2510.0000.0000.0001N2最小11-0.162-44.8837.2510.0000.0000.0001N3最小21-0.027-7.5491.2060.0000.0000.0001M1最小11-0.162-44.8837.2510.0000.0000.0001M2最小11-0.162-44.8837.2510.0000.0000.0001M3最小11-0.162-44.8837.2510.0000.0000.000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M311110.00067.3960.138-0.008-0.0000.0000.00022110.00067.3960.1380.0080.000-0.0000.00033610.0005.468-0.901-0.020-0.0000.000-0.00047610.0005.468-0.9010.0200.000-0.000-0.00055610.0005.4591.419-0.0010.000-0.0000.88864610.0005.459-0.100-0.0010.0000.0020.28879610.0005.4591.4190.001-0.0000.0000.88888610.0005.459-0.1000.001-0.000-0.0020.288921110.0000.1654.1130.000-0.000-0.0026.5911015110.0000.1346.1580.000-0.000-0.0000.000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M313110.000-60.6079.7920.219-0.000-0.0000.00027110.000-60.6079.792-0.2190.0000.0000.00035110.000-60.515-10.3150.0240.003-0.001-1.82244110.000-60.515-0.3340.0090.003-0.016-2.92059110.000-60.515-10.315-0.024-0.0030.001-1.82268110.000-60.515-0.334-0.009-0.0030.016-2.92071613.444-6.185-0.228-0.000-0.000-0.0010.15982613.444-6.185-0.2280.0000.0000.0010.159912110.000-0.1183.467-0.0000.0000.0076.6491025110.000-0.093-2.738-0.060-0.0000.012-3.704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M3111111.500-0.060-5.6770.093-0.0070.0766.657213110.000-0.0605.677-0.0930.0070.0766.657310111.2500.0939.1440.0590.0090.069-0.00743110.300-60.6079.6440.219-0.0000.066-2.915528111.250-0.093-3.2000.0600.0000.0630.007620110.000-0.044-2.927-0.0930.0040.0550.000722111.500-0.0442.9270.093-0.0040.0550.000826110.000-0.0932.927-0.0440.0000.0550.00495111.250-60.515-10.8950.0240.0030.02911.434102113.44467.168-0.3350.0080.0000.0270.338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M3120111.500-0.044-5.865-0.0930.004-0.0846.594222110.000-0.0445.8650.093-0.004-0.0846.59436111.2500.0939.144-0.059-0.009-0.069-0.00747110.300-60.6079.644-0.2190.000-0.066-2.915511110.000-0.060-3.2000.093-0.007-0.063-0.000613111.500-0.0603.200-0.0930.007-0.063-0.000725111.250-0.093-3.200-0.060-0.000-0.0630.007823110.000-0.0932.9270.044-0.000-0.0550.00499111.250-60.515-10.895-0.024-0.003-0.02911.434101113.44467.168-0.335-0.008-0.000-0.0270.338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M316110.0000.0939.702-0.059-0.0090.00411.772210110.0000.0939.7020.0590.009-0.00411.77235111.250-60.515-10.8950.0240.0030.02911.43449111.250-60.515-10.895-0.024-0.003-0.02911.434511111.500-0.060-5.6770.093-0.0070.0766.657613110.000-0.0605.677-0.0930.0070.0766.657712110.000-0.1183.467-0.0000.0000.0076.649822110.000-0.0445.8650.093-0.004-0.0846.594920111.500-0.044-5.865-0.0930.004-0.0846.5941021114.2000.165-4.1130.000-0.000-0.0026.591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M3118112.1000.030-0.0000.000-0.0000.000-7.144215112.1000.1340.0000.000-0.000-0.000-6.466326111.550-0.0932.354-0.0440.000-0.013-4.088423111.550-0.0932.3540.044-0.0000.013-4.088524110.000-0.093-0.076-0.001-0.0000.013-4.088627110.000-0.093-0.0760.0010.000-0.013-4.088725110.000-0.093-2.738-0.060-0.0000.012-3.704828110.000-0.093-2.7380.0600.000-0.012-3.70498110.000-60.515-0.334-0.009-0.0030.016-2.920104110.000-60.515-0.3340.0090.003-0.016-2.920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8組合1(恒0+活1)0.0000.073-4.1724.173Y方向位移最大14組合1(恒0+活1)-0.0000.142-1.5481.555Z方向位移最大1組合1(恒0+活1)0.0000.0000.0000.000空間位移最大5組合1(恒0+活1)0.0000.073-4.5074.508X方向位移最小7組合1(恒0+活1)-0.0000.073-4.1724.173Y方向位移最小1組合1(恒0+活1)0.0000.0000.0000.000Z方向位移最小5組合1(恒0+活1)0.0000.073-4.5074.508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)力比下限應(yīng)力比上限101應(yīng)力比限值分布圖（整體）桿件應(yīng)力比分布圖所選模型中，構(gòu)件應(yīng)力比最大值為0.244，下圖為所選模型應(yīng)力比分布圖：桿件驗算結(jié)果云圖強度應(yīng)力比按“強度應(yīng)力比”顯示構(gòu)件顏色（整體）“強度應(yīng)力比”最大的前10個單元的驗算結(jié)果（所在組合號／情況號）序號單元號強度繞2軸穩(wěn)定繞3軸穩(wěn)定沿2軸抗剪沿3軸抗剪沿2軸長細比沿3軸長細比驗算結(jié)果110.244(1/1)0.0000.0510.0040.000100100滿足220.244(1/1)0.0000.0510.0040.000100100滿足350.124(1/1)0.1340.1270.0420.0003624滿足490.124(1/1)0