鋼構(gòu)架空間結(jié)構(gòu)計算書

空間結(jié)構(gòu)計算書項目名稱：鋼構(gòu)架

目錄TOC\o"1-3"\f0\h\z\u1 設(shè)計依據(jù) 32 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) 53.4 設(shè)計參數(shù) 54 計算簡圖 55 材料信息 75.1 材料特性 75.2 材料統(tǒng)計 76 荷載與組合 76.1 工況信息 86.2 荷載信息 86.3 荷載組合 127 周期與振型 137.1 周期與質(zhì)量參與系數(shù) 138 線性計算結(jié)果 158.1 線性反力 168.2 線性內(nèi)力 198.3 線性位移 319 驗算結(jié)果 329.1 桿件應力比限值分布圖 339.2 桿件應力比分布圖 359.3 桿件驗算結(jié)果云圖 35設(shè)計依據(jù)《鋼結(jié)構(gòu)設(shè)計標準》(GB50017-2017)《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3D3SDesign2021.2（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)68支座總數(shù)8單元總數(shù)115材料種類1截面種類3荷載工況3幾何信息截面編號圖（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400x200x18x18562矩形管截面矩300x300x10x10353矩形管截面矩200x300x10x1024計算參數(shù)(1)動力特性計算計算振型數(shù):100振型類型:特征向量(2)線性計算梁單元屬性:一般梁單元（歐拉梁）梁抗扭慣性矩:自由扭轉(zhuǎn)慣性矩考慮P-Δ/二階效應：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)Q235B-1Q235206.0000.3001.20e-005按規(guī)范7.85e-006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矩200x300x10x10Q235B-12445.6003436.4162矩300x300x10x10Q235B-13563.3005764.0983矩400x200x18x18Q235B-156109.20017404.995115根218.100m26606kg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風032活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雙向桿件--1.0002風1雙向桿件0.0000.5503活2雙向桿件--0.500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雙向桿件1.000否恒荷載工況0桿件導荷載分布圖（整體）活荷載活荷載2(1)活荷載2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雙向桿件0.500否活荷載工況2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(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風壓高度變化修正系數(shù)：1.00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：第三組特征周期值(s)：0.45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)：100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計算豎向地震作用：否荷載組合(1)1.200恒載+1.300水平地震(2)1.000恒載+1.300水平地震(3)1.300恒載+1.50活載2(4)1.200恒載+1.20x0.50活載2+1.300水平地震(5)1.000恒載+1.00x0.50活載2+1.300水平地震(6)1.350恒載+1.40x0.70活載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)10.37113.213%0.000%31.124%20.24418.297%0.000%19.514%30.2120.000%82.909%0.000%40.1660.000%0.046%0.000%50.1380.000%0.079%0.000%60.0970.000%0.091%0.000%70.0940.053%0.000%0.005%80.0760.361%0.000%0.482%90.0680.000%10.564%0.000%100.0640.000%0.139%0.000%110.0560.000%0.063%0.000%120.0470.000%0.169%0.000%130.0421.154%0.000%0.830%140.0421.770%0.000%1.608%150.0373.431%0.000%6.889%160.0370.000%3.249%0.000%170.0330.000%0.007%0.000%180.0320.007%0.000%0.020%190.0310.002%0.000%0.002%200.0310.000%0.110%0.000%210.0300.000%0.015%0.000%220.0260.000%0.000%0.008%230.0254.362%0.000%1.572%240.0250.000%1.439%0.000%250.0244.137%0.000%14.553%260.0230.234%0.000%0.112%270.0220.000%0.001%0.000%280.02130.997%0.000%7.775%290.0210.000%0.005%0.000%300.0200.030%0.000%0.288%310.0209.904%0.000%7.347%320.0200.000%0.001%0.000%330.0190.000%0.537%0.000%340.0180.000%0.001%0.000%350.0180.000%0.008%0.000%360.0170.000%0.043%0.000%370.0170.000%0.002%0.000%380.0170.253%0.000%0.013%390.0160.000%0.004%0.000%400.0160.412%0.000%0.019%410.0160.029%0.000%0.464%420.0160.000%0.278%0.000%430.0150.000%0.004%0.000%440.0140.450%0.000%0.037%450.0140.000%0.003%0.000%460.0141.230%0.000%0.251%470.0140.247%0.000%0.591%480.0140.000%0.000%0.000%490.0130.000%0.029%0.000%500.0130.000%0.002%0.000%510.0120.000%0.070%0.000%520.0120.000%0.040%0.000%530.0120.000%0.003%0.000%540.0120.000%0.014%0.000%550.0120.261%0.000%0.000%560.0120.110%0.000%0.004%570.0120.000%0.000%0.000%580.0110.000%0.000%0.000%590.0110.037%0.000%0.314%600.0110.035%0.000%0.114%610.0100.000%0.000%0.000%620.0100.000%0.000%0.000%630.0100.000%0.063%0.000%640.0100.022%0.000%0.030%650.0100.000%0.000%0.000%660.0100.000%0.000%0.000%670.0090.075%0.000%0.000%680.0090.013%0.000%0.028%690.0090.000%0.015%0.000%700.0090.000%0.000%0.000%710.0090.000%0.000%0.000%720.0090.000%0.000%0.000%730.0090.018%0.000%0.074%740.0080.000%0.000%0.000%750.0080.075%0.000%2.593%760.0080.013%0.000%0.002%770.0080.000%0.000%0.000%780.0080.000%0.000%0.000%790.0083.855%0.000%0.028%800.0070.000%0.000%0.000%810.0070.002%0.000%0.011%820.0070.000%0.000%0.000%830.0070.000%0.000%0.000%840.0060.053%0.000%1.000%850.0060.000%0.000%0.000%860.0061.586%0.000%0.025%870.0060.000%0.000%0.000%880.0050.000%0.000%0.000%890.0050.000%0.000%0.001%900.0050.000%0.000%0.000%910.0050.000%0.000%0.006%920.0050.000%0.000%0.002%930.0050.001%0.000%0.676%940.0050.001%0.000%0.143%950.0050.000%0.000%0.000%960.0050.337%0.000%0.001%970.0050.691%0.000%0.003%980.0050.008%0.000%0.000%990.0050.054%0.000%0.000%1000.0050.099%0.000%0.000%合計97.920%100.000%98.559%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N1N2N3M1M2M316N1最大1325.519-3.16728.2890.0000.0000.00016N2最大44-31.0283.16830.9990.0000.0000.00016N3最大31-3.0900.00133.1190.0000.0000.00016M1最大11-4.5580.00327.4260.0000.0000.00016M2最大11-4.5580.00327.4260.0000.0000.00016M3最大11-4.5580.00327.4260.0000.0000.00016合力最大44-31.0283.16830.9990.0000.0000.00016N1最小44-31.0283.16830.9990.0000.0000.00016N2最小1325.519-3.16728.2890.0000.0000.00016N3最小11-4.5580.00327.4260.0000.0000.00016M1最小11-4.5580.00327.4260.0000.0000.00016M2最小11-4.5580.00327.4260.0000.0000.00016M3最小11-4.5580.00327.4260.0000.0000.00015N1最大12-0.236-0.00235.2300.0000.0000.00015N2最大44-3.5415.04736.9920.0000.0000.00015N3最大31-3.3310.00139.9480.0000.0000.00015M1最大11-5.4210.00332.9950.0000.0000.00015M2最大11-5.4210.00332.9950.0000.0000.00015M3最大11-5.4210.00332.9950.0000.0000.00015合力最大31-3.3310.00139.9480.0000.0000.00015N1最小41-5.6720.00335.9120.0000.0000.00015N2最小13-2.367-5.04634.1510.0000.0000.00015N3最小11-5.4210.00332.9950.0000.0000.00015M1最小11-5.4210.00332.9950.0000.0000.00015M2最小11-5.4210.00332.9950.0000.0000.00015M3最小11-5.4210.00332.9950.0000.0000.00014N1最大12-0.2360.00235.2300.0000.0000.00014N2最大14-2.3675.04634.1510.0000.0000.00014N3最大31-3.331-0.00139.9480.0000.0000.00014M1最大11-5.421-0.00332.9950.0000.0000.00014M2最大11-5.421-0.00332.9950.0000.0000.00014M3最大11-5.421-0.00332.9950.0000.0000.00014合力最大31-3.331-0.00139.9480.0000.0000.00014N1最小41-5.672-0.00335.9120.0000.0000.00014N2最小43-3.541-5.04736.9920.0000.0000.00014N3最小11-5.421-0.00332.9950.0000.0000.00014M1最小11-5.421-0.00332.9950.0000.0000.00014M2最小11-5.421-0.00332.9950.0000.0000.00014M3最小11-5.421-0.00332.9950.0000.0000.00013N1最大1425.5193.16728.2890.0000.0000.00013N2最大1425.5193.16728.2890.0000.0000.00013N3最大31-3.090-0.00133.1190.0000.0000.00013M1最大11-4.558-0.00327.4260.0000.0000.00013M2最大11-4.558-0.00327.4260.0000.0000.00013M3最大11-4.558-0.00327.4260.0000.0000.00013合力最大43-31.028-3.16830.9990.0000.0000.00013N1最小43-31.028-3.16830.9990.0000.0000.00013N2最小43-31.028-3.16830.9990.0000.0000.00013N3最小11-4.558-0.00327.4260.0000.0000.00013M1最小11-4.558-0.00327.4260.0000.0000.00013M2最小11-4.558-0.00327.4260.0000.0000.00013M3最小11-4.558-0.00327.4260.0000.0000.00012N1最大423.7620.37074.2510.0000.0000.00012N2最大442.8762.49193.8820.0000.0000.00012N3最大442.8762.49193.8820.0000.0000.00012M1最大111.9450.36768.6620.0000.0000.00012M2最大111.9450.36768.6620.0000.0000.00012M3最大111.9450.36768.6620.0000.0000.00012合力最大442.8762.49193.8820.0000.0000.00012N1最小111.9450.36768.6620.0000.0000.00012N2最小132.830-1.75449.0320.0000.0000.00012N3最小132.830-1.75449.0320.0000.0000.00012M1最小111.9450.36768.6620.0000.0000.00012M2最小111.9450.36768.6620.0000.0000.00012M3最小111.9450.36768.6620.0000.0000.00011N1最大423.8820.01488.8050.0000.0000.00011N2最大442.9923.96889.1560.0000.0000.00011N3最大313.2110.01490.5320.0000.0000.00011M1最大111.8270.01282.7820.0000.0000.00011M2最大111.8270.01282.7820.0000.0000.00011M3最大111.8270.01282.7820.0000.0000.00011合力最大313.2110.01490.5320.0000.0000.00011N1最小111.8270.01282.7820.0000.0000.00011N2最小132.717-3.94382.4320.0000.0000.00011N3最小132.717-3.94382.4320.0000.0000.00011M1最小111.8270.01282.7820.0000.0000.00011M2最小111.8270.01282.7820.0000.0000.00011M3最小111.8270.01282.7820.0000.0000.00010N1最大423.882-0.01488.8050.0000.0000.00010N2最大142.7173.94382.4320.0000.0000.00010N3最大313.211-0.01490.5320.0000.0000.00010M1最大111.827-0.01282.7820.0000.0000.00010M2最大111.827-0.01282.7820.0000.0000.00010M3最大111.827-0.01282.7820.0000.0000.00010合力最大313.211-0.01490.5320.0000.0000.00010N1最小111.827-0.01282.7820.0000.0000.00010N2最小432.992-3.96889.1560.0000.0000.00010N3最小142.7173.94382.4320.0000.0000.00010M1最小111.827-0.01282.7820.0000.0000.00010M2最小111.827-0.01282.7820.0000.0000.00010M3最小111.827-0.01282.7820.0000.0000.0009N1最大423.762-0.37074.2510.0000.0000.0009N2最大142.8301.75449.0320.0000.0000.0009N3最大432.876-2.49193.8820.0000.0000.0009M1最大111.945-0.36768.6620.0000.0000.0009M2最大111.945-0.36768.6620.0000.0000.0009M3最大111.945-0.36768.6620.0000.0000.0009合力最大432.876-2.49193.8820.0000.0000.0009N1最小111.945-0.36768.6620.0000.0000.0009N2最小432.876-2.49193.8820.0000.0000.0009N3最小142.8301.75449.0320.0000.0000.0009M1最小111.945-0.36768.6620.0000.0000.0009M2最小111.945-0.36768.6620.0000.0000.0009M3最小111.945-0.36768.6620.0000.0000.000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M3165240.00029.509-23.2304.1170.763-3.534-50.9232105230.00029.509-23.230-4.117-0.7633.534-50.923364240.00022.328-15.7953.7960.481-3.741-86.9484104230.00022.328-15.795-3.796-0.4813.741-86.948567240.00015.442-7.7143.4220.216-3.488-106.6496107230.00015.442-7.714-3.422-0.2163.488-106.649766240.0009.3400.4892.9410.087-3.079-109.9408106230.0009.3400.489-2.941-0.0873.079-109.940961240.0004.2718.6932.3450.018-2.544-96.88210101230.0004.2718.693-2.345-0.0182.544-96.882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M31113611.800-116.704-4.1580.018-0.001-0.0180.000230611.800-116.704-4.158-0.0180.0010.0180.000397441.800-110.293-3.5063.201-0.0723.558-0.043433431.800-110.293-3.506-3.2010.072-3.558-0.0435112611.800-108.215-4.1580.169-0.0010.139-7.484629611.800-108.215-4.158-0.1690.001-0.139-7.484796441.800-100.829-3.5263.236-0.0693.045-6.461832431.800-100.829-3.526-3.2360.069-3.045-6.4619115611.800-99.936-4.1580.258-0.0020.218-14.967101611.800-99.936-4.158-0.2580.002-0.218-14.967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M3189240.0000.1583.372-7.233-0.5657.3340.291291231.9000.158-3.3727.2330.5657.3340.291345240.0000.0414.035-6.929-0.2717.0460.274447231.9000.041-4.0356.9290.2717.0460.274553441.988-5.299-38.3266.561-0.3187.0020.78067241.988-1.226-29.3026.5600.4707.0010.556752441.988-6.104-26.7356.470-0.1186.460-68.15986241.988-0.427-20.4426.4650.3036.456-52.202986240.000-0.0134.142-6.122-0.1186.2440.1431088231.900-0.013-4.1426.1220.1186.2440.143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M3191441.900-0.154-4.508-7.2400.459-7.3400.363289430.000-0.1544.5087.240-0.459-7.3400.363347441.900-0.037-5.347-6.9430.112-7.0590.285445430.000-0.0375.3476.943-0.112-7.0590.28557431.988-5.299-38.326-6.5610.318-7.0020.780653231.988-1.226-29.302-6.560-0.470-7.0010.55676431.988-6.104-26.735-6.4700.118-6.460-68.159852231.988-0.427-20.442-6.465-0.303-6.456-52.202988441.9000.016-5.481-6.144-0.025-6.2640.0891086430.0000.0165.4816.1440.025-6.2640.089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M3150310.000-4.55753.544-0.0220.4310.02462.70024310.000-4.55753.5440.022-0.431-0.02462.7003102310.000-3.98050.434-0.0620.9490.07360.232462310.000-3.98050.4340.062-0.949-0.07360.232536430.0000.0186.811-0.015-0.0320.0235.448638441.9000.018-6.8110.0150.0320.0235.448771430.0000.0896.608-0.017-0.0220.0255.246873441.9000.089-6.6080.0170.0220.0255.246968430.0000.1266.6120.005-0.042-0.0105.2441070441.9000.126-6.612-0.0050.042-0.0105.244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M3154310.497-4.4610.0620.008-0.017-0.004-172.13928310.497-4.4610.062-0.0080.0170.004-172.1393106310.166-4.0760.1190.009-0.039-0.008-172.014466310.166-4.0760.119-0.0090.0390.008-172.0145101311.987-4.0547.2370.0120.0420.011-171.961661311.988-4.0547.237-0.012-0.042-0.011-171.961749311.987-4.4836.1650.0100.0190.010-171.69283311.988-4.4836.165-0.010-0.019-0.010-171.692955310.000-4.446-11.0850.005-0.096-0.006-166.863109310.000-4.446-11.085-0.0050.0960.006-166.863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節(jié)點組合名UxUyUzUxyzX方向位移最大20組合4-情況3(恒0+0.5活2+水平地震)0.0461.256-0.2841.288Y方向位移最大20組合4-情況3(恒0+0.5活2+水平地震)0.0461.256-0.2841.288Z方向位移最大9組合1-情況1(恒0+水平地震)0.0000.0000.0000.000空間位移最大7組合3(恒0+活2)0.006-0.000-39.13939.139X方向位移最小46組合4-情況2(恒0+0.5活2+水平地震)-18.3530.000-0.27318.355Y方向位移最小17組合4-情況4(恒0+0.5活2+水平地震)-0.025-1.256-0.3811.313Z方向位移最小7組合3(恒0+活2)0.006-0.000-39.13939.139線性組合最大最小位移圖（整體）驗