GJ-3门式刚架计算书.docx

GJ-3门式刚架计算书1 .设计依据32 .结构计算简图33 .结构计算信息34 .结构基本信息55 .荷载与效应组合81 .各工况荷载表82 .荷载效应组合表116 .地震计算信息131 .左地震132 .右地震147 .内力计算结果141 .单工况内力148 .节点位移179 .构件设计结果汇总1910 .荷载与计算结果简图201 .结构简图202 .荷我简图223 .应力比图314 .内力图345 .位移图556 .挠度图627 .计算长度系数图66图1-1结构简图1 .设计依据建筑结构荷载规范(GB50009-2012);建筑抗震设计规范(GB50011-2010);钢结构设计标准(GB50017-2017);门式刚架轻型房屋钢结构技术规范(GB51022-2015);建筑结构可靠性设计统一标准(GB50068-2018)工程结构通用规范(GB55001-2021)建筑与市政工程抗震通用规范(GB55002-2021)钢结构通用规范(GB55006-2021)2 .结构计算简图3,结构计算信息结构类型：门式刚架轻型房屋钢结构设计规范：按门式刚架轻型房屋钢结构技术规范(GB51022-2015)计算结构重要性系数：1.00节点总数：17柱数：7梁数：10支座约束数：3标准截面总数：12荷载分项系数：恒载：1.30活载：1.50风载：1.50地震：1.40吊车：1.50重力荷载分项系数：1.30活荷载计算信息：1组相容活荷，5组互斥活荷载相容活荷考虑不利布置第1组互斥活荷考虑不利布置第2组互斥活荷考虑不利布置第3组互斥活荷考虑不利布置第4组互斥活荷考虑不利布置第5组互斥活荷考虑不利布置考虑结构使用年限的活荷载调整系数：LOO风荷载计算信息：计算风荷载钢材：Q345梁柱自重计算信息：柱梁自重都计算恒载作用下柱的轴向变形：考虑梁柱自重计算增大系数：1.20梁刚度增大系数：LOO钢结构净截面面积与毛截面面积比：0.85门式刚架梁平面内的整体稔定性：按压弯构件验算程序自动确定允许的长细比钢梁（恒+活）容许挠跨比；1/180柱顶容许水平位移/柱高：1/60地震影响系数取值依据：区划图（2015修订）特征周期（三）:0.35水平地震影响系数最大值max:0.0417地震作用计算：计算水平地震作用计算振型数：3地震烈度：6.OO场地土类别：II类附加重量节点数：0设计地震分组：第一组周期折减系数:0.80地震力计算方法：振型分解法结构阻尼比：0050按GB50011-2010地宸效应增大系数：1.050防火设计计算信息、：考虑防火设计建筑耐火等级：二级4.结构基本信息节点号XY节点号XY10.008.10244.358.1035.548.48438.818.48516.639.23627.729.23720.179.46824.179.46922.179.60100.0010.001144.3510.001220.1712.461324.1712.461422.1712.60150.000.001622.170.001744.350.00节点坐标柱号节点I节点H柱号节点I节点H1151216931724110521167127813柱关联号梁号节点I节点II梁号节点I节点11113235342457梁关联号梁号节点I节点II梁号节点I节点II56467978689891214101413柱节点偏心(m)节点号柱偏心值节点号柱偏心值节点号柱偏心值10.00020.00030.00040.00050.00060.00070.00080.00090.000100.000110.000120.000130.000140.000150.000160.000170.000标准戳面信息截面号截面信息1H形变截面：(HH2)*B1*B2*Tw*Tl*T2=(350750)*280*280*10*14*142焊接组合H形截面：H*Bl*B2*Tw*Tl*T2=550*350*350*10*16*163焊接组合H形截面：H*B1*B2*Tw*Tl*T2=550*280*280*8*14*144国标宽、窄翼缘H型钢：HN200X100X5.5X85H形变截面：(HH2)*B1*B2*Tw*T1*T2=(750"450)*250*250*8*12*126焊接组合H形截面：II*B1*B2*Tw*T1*T2=450*220*220*6*10*107H形变截面：(HH2)*Bl*B2*Tw*Tl*T2=(450"830)*250*250*10*14*148H形变截面：(HH2)*B1*B2*Tw*Tl*T2=(950830)*250*250*10*14*149H形变截面：(HH2)*B1*B2*Tw*T1*T2=(450'750)*250*250*8*12*1210H形变截面：(HH2)*B1*B2*Tw*T1*T2=(830950)*250*250*10*14*1411H形变截面：(HH2)*B1*B2*Tw*T1*T2=(830'450)*250*250*10*14*1412国标宽、窄翼缘H型钢:HN200X100X5.5X8柱布置截面号,约束信息,截面布置角度柱号标准截面号约束信息截而布置角度11I端较接O22I端较接O33I端较接O44两端刚接O54两端刚接O64I端钱接074I端较接O梁布置戳面号,约束信息梁号标准截面号约束信息15两端刚接26两端刚接39两端刚接47两端刚接56两端刚接610两端刚接711两端刚接88两端刚接912两端刚接1012两端刚接截面特性截面号Xc(mm)Yc(mm)Ix(c>4)Iy(Cm4)A(cm2)1140.0275.068175.95126.5130.62175.0275.091450.211437.7163.83140.0275.065805.35124.4120.2450.0100.01810.0134.026.75125.0300.064609.03127.5106.16110.0225.025275.01775.469.87125.0320.087691.53650.9131.28125.0445.0187677.63653.0156.29125.0300.064609.03127.5106.110125.0445.0187677.63653.0156.211125.0320.087691.53650.9131.2截面号Xc(mm)Yc(mm)Ix(cm4)Iy(cm4)A(cm2)IU50.0100.01810.0134.026.7截面号iX(Cm)iy(cm)Wlx(cm3)W2x(cm3)Wly(cm3)W2y(cm3)122.86.32479.12479.1366.2366.2223.68.43325.53325.5653.6653.6323.46.52392.92392.9366.0366.048.22.2181.0181.026.726.7524.75.42153.62153.6250.2250.2619.05.01123.31123.3161.4161.4725.95.32740.42740.4292.1292.1834.74.84217.54217.5292.2292.2924.75.42153.62153.6250.2250.21034.74.84217.54217.5292.2292.21125.95.32740.42740.4292.1292.1128.22.2181.0181.026.726.7防火材料信息序号名称热传导系数(W(m*r)密度(kgm'3)比热(j(kg*r)类型1防火涂料I0.050680.001000.00非膨胀5.荷载与效应组合1.各工况荷载表工况节点号弯矩垂直力水平力一节点荷羲工况柱号荷载类型荷载值荷载参数1荷载参数2左风1112.960.000.00311.850.000.00414.800.000.0051-0.000.000.00柱荷载工况柱号荷载类型荷载值荷载参数1荷载参数2612.370.000.00712.370.000.00右风111-1.850.000.0031-2.960.000.00410.000.000.0051-4.800.000.0061-2.370.000.0071-2.370.000.00梁荷栽工况连续数荷载个数荷载类型荷载值1荷载参数1荷载值2荷载参数2恒荷载1115.600.000.000.001115.600.000.000.001115.600.000.000.001115.600.000.000.001115.600.000.000.001115.600.000.000.001115.600.000.000.001115.600.000.000.00第1组互斥活荷载1114.000.000.000.001114.000.000.000.001114.000.000.000.001114.000.000.000.001114.000.000.000.001114.000.000.000.001114.000.000.000.001114.000.000.000.00第2组互斥活荷载11117.200.003.605.561113.600.000.000.0011113.600.007.205.5611113.600.007.203.501113.600.000.000.0011117.200.003.603.501113.600.000.000.001113.600.000.000.00工况连续数荷载个数荷载类型荷载值1荷载参数1荷载值2荷载参数2第3组互斥活荷载11117.200.003.965.561113.960.000.000.0011113.960.007.205.5611113.960.007.203.501113.960.000.000.0011117.200.003.963.501112.880.000.000.001112.880.000.000.00第4组互斥活荷载11117.200.003.605.561113.600.000.000.0011113.600.007.203.501113.600.000.000.00第5组互斥活荷载11113.600.007.205.561113.600.000.000.0011117.200.003.603.501113.600.000.000.00左风1111-0.740.000.000.00111-0.740.000.000.00111-2.220.000.000.00111-0.740.000.000.00111-2.220.000.000.00111-2.220.000.000.00111-2.770.000.000.00111-2.770.000.000.00右风1111-2.220.000.000.00111-2.220.000.000.00111-0.740.000.000.00111-2.220.000.000.00111-0.740.000.000.00111-0.740.000.000.00111-2.770.000.000.00111-2.770.000.000.00荷载效应组合表(D柱内力的组合值柱内力的组合(1)1.3恒+1.5活1(2)1.3恒+1.5活2(3)1.3恒+1.5活3(4)1.3恒+1.5活4(5)1.O恒+1.5活1(6)1.0恒+1.5活2(7)1.0恒+1.5活3(8)LO恒+1.5活4(9)L3恒+1.5左风1(Io)L3恒+1.5右风1(11)1.0恒+1.5左风1(12)1.0恒+1.5右风1(13)1.3恒+1.5活1+0.9左风1(14)L3恒+1.5活1+0.9右风1(15)1.3恒+1.5活2+0.9左风1(16)1.3恒+1.5活2+0.9右风1(17)1.3恒+1.5活3+0.9左风1(18)1.3恒+1.5活3+0.9右风1(19)1.3恒+1.5活4+0.9左风1(20)1.3恒+1.5活4+0.9右风1(21)LO恒+1.5活1+0.9左风1(22)1.0恒+1.5活1+0.9右风1(23)1.0恒+1.5活2+0.9左风1(24)Lo恒+1.5活2+0.9右风1(25)1.0恒+1.5活3+0.9左风I(26)1.0恒+1.5活3+0.9右风1(27)LO恒+1.5活4+0.9左风1(28)1.0恒+1.5活4+0.9右风1(29)1.3恒+1.05活1+1.5左风1(30)1.3恒+1.05活1+1.5右风1(31)1.3恒+1.05活2+1.5左风1(32)L3恒+1.05活2+1.5右风1(33)1.3恒+1.05活3+1.5左风1(34)1.3恒+1.05活3+1.5右风1(35)1.3恒+1.05活4+1.5左风1(36)1.3恒+1.05活4+1.5右风1(37)LO恒+1.05活1+1.5左风1(38)1.0恒+1.05活1+1.5右风1(39)LO恒+1.05活2+1.5左风1(40)1.0恒+L05活2+1.5右风1(41)1.0恒+1.05活3+1.5左风1(42)LO恒+1.05活3+1.5右风1(43)LO恒+1.05活4+1.5左风1(44)1.0恒+1.05活4+1.5右风1(45)1.3恒+0.65活1+1.4左地震(46)1.3恒+0.65活1+1.4右地震(47)1.3恒+0.65活2+1.4左地震(48)1.3恒+0.65活2+1.4右地震(49)1.3恒+0.65活3+1.4左地震(50)1.3恒+0.65活3+1.4右地震(51)1.3恒+0.65活4+1.4左地震(52)1.3恒+0.65活4+1.4右地震(53)1.0恒+0.5活1+1.4左地震(54)1.0恒+0.5活1+L4右地震(55)1.0恒+0.5活2+1.4左地震(56)1.0恒+0.5活2+1.4右地菸(57)1.0恒+0.5活3+1.4左地震(58)1.0恒+0.5活3+1.4右地震(59)L0恒+0.5活4+1.4左地震(60)1.0恒+0.5活4+1.4右地震(2)梁内力的组合值梁内力组合梁内力组合(1)1.3恒+1.5活1(2)1.3恒+1.5活2(3)1.3恒+1.5活3(4)1.3恒+1.5活4(5)1.O恒+1.5活1(6)LO恒+1.5活2Lo恒+1.5活3(8)1.0恒+1.5活4(9)1.3恒+1.5左风1(IO)L3恒+1.5右风1(11)1.0恒+1.5左风1(12)LO恒+1.5右风1(13)1.3恒+1.5活1+0.9左风1(14)1.3恒+1.5活1+0.9右风1(15)1.3恒+1.5活2+0.9左风1(16)1.3恒+1.5活2+0.9右风1(17)1.3恒+1.5活3+0.9左风I(18)1.3恒+1.5活3+0.9右风1(19)1.3恒+1.5活4+0.9左风1(20)1.3恒+1.5活4+0.9右风1(21)1.0恒+1.5活1+0.9左风1(22)1.0恒+1.5活1+0.9右风1(23)LO恒+1.5活2+0.9左风1(24)LO恒+1.5活2+0.9右风1(25)LO恒+1.5活3+0.9左风1(26)1.0恒+1.5活3+0.9右风1(27)LO恒+1.5活4+0.9左风1(28)LO恒+1.5活4+0.9右风1(29)L3恒+1.05活1+1.5左风1(30)1.3恒+1.05活1+1.5右风1(31)L3恒+1.05活2+1.5左风1(32)L3恒+L05活2+1.5右风1(33)1.3恒+1.05活3+1.5左风1(34)L3恒+1.05活3+1.5右风1(35)L3恒+1.05活4+1.5左风1(36)1.3恒+1.05活4+1.5右风1(37)1.0恒+1.05活1+1.5左风1(38)LO恒+1.05活1+1.5右风1(39)1.0恒+1.05活2+1.5左风1(40)1.0恒+1.05活2+1.5右风1(41)1.0恒+1.05活3+1.5左风1(42)1.0恒+1.05活3+1.5右风1(43)1.0恒+1.05活4+1.5左风1(44)Lo恒+1.05活4+1.5右风1(45)1.3恒+0.65活1+1.4左地震(46)1.3恒+0.65活1+1.4右地震(47)1.3恒+0.65活2+1.4左地震(48)1.3恒+0.65活2+1.4右地震(49)1.3恒+0.65活3+1.4左地震(50)1.3恒+0.65活3+1.4右地震(51)1.3恒+0.65活4+1.4左地震(52)1.3恒+0.65活4+1.4右地震(53)1.0恒+0.5活1+1.4左地震(54)1.0恒+0.5活1+1.4右地震(55)1.0恒+0.5活2+1.4左地震(56)1.。恒+0.5活2+1.4右地震(57)1.0恒+0.5活3+1.4左地震(58)1.0恒+0.5活3+1.4右地震(59)1.0恒+0.5JS4+1.4左地震(60)1.0恒+0.5活4+1.4右地震(3)柱偶然组合值柱偶然组合(1)1.0恒+0.5活1(2)1.0恒+0.5活21.0恒+0.5活3(4)1.0恒+0.5活4(5)0.9恒+0.5活1(6)0.9恒+0.5活26.地震计算信息1.左地震水平地震标准值作用底层剪力：5.426底层最小地震剪力(抗震规范5.2.5条)：2.478各质点地震力调整系数：LoOO地震力调整后剪重比：0018柱偶然组合(7)0.9恒+0.5活3(8)0.9恒+0.5活4(9)L0恒+0.4左风1(IO)Lo恒+0.4右风1(IDO.9恒+0.4左风1(12)0.9恒+0.4右风1(4)梁偶然组合值梁偶然组合(DLo恒+0.5活1(2)1.0恒+0.5活2(3)1.0恒+0.5活3(4)1.0恒+0.5活4(5)0.9恒+0.5活1(6)0.9恒+0.5活2(7)0.9恒+0.5活3(8)0.9恒+0.5活4(9)1.0t+0.4左风1(IO)Lo恒+0.4右风1(II)0.9恒+0.4左风1(12)0.9恒+0.4右风1质量集中节点号质量重量(KN)1285.077100.239H0.2391224.211地Il力计算质集中信息振型号周期(三)10.91220.34430.021周期(已乘折减系数)2.右地震水平地震标准值作用底层剪力：5.426底层最小地震剪力(抗震规范5.2.5条)：2.478各质点地震力调整系数：LOOO地震力调整后剪重比：00187.内力计算结果1.单工况内力质量集中节点号质量重量(KN)2285.077100.239110.2391324.211地Jl力计算质及集中信息振型号周期(三)10.91320.34430.021周期(已乘折减系数)工况单元I端N(kN)I端V(kN)I端M(kN.m)H端N(kN)II端V(kN)11端M(kN.m)恒荷载174.4-25.80.0-64.425.8-209.02178.80.40.0-163.9-0.43.6373.625.40.0-64.4-25.4206.040.50.00.0-0.0-0.00.050.50.00.0-0.0-0.0-0.0612.5-1.80.0-11.71.8-5.3712.51.80.0-11.7-1.85.3左风11-15.827.10.015.8-3.2122.92-41.626.30.041.6-26.3252.53-13.310.90.013.34.127.4柱内力工况单元I端N(kN)1端V(kN)I端M(kN.m)II端N(kN)H端V(kN)II端M(kN.m)4-0.09.18.70.0-0.00.050.00.00.0-0.0-0.00.06-10.97.90.010.9-0.813.17-0.26.30.00.20.88.2右风11-12.7-11.70.012.7-3.3-34.12-42.9-26.50.042.926.5-254.03-15.1-26.20.015.12.2-114.94-0.00.00.00.0-0.00.05-0.0-9.1-8.70.0-0.00.06-0.2-6.30.00.2-0.8-8.27-10.9-7.90.010.90.8-13.1左地震1-1.21.7-0.01.2-1.713.620.12.5-0.0-0.1-2.523.831.11.5-0.0-1.1-1.512.54-0.00.00.00.0-0.00.050.00.00.011.0-0.0-0.06-0.50.3-0.00.5-0.30.970.50.3-0.0-0.5-0.30.9右地震11.2-1.7-0.0-1.21.7-13.62-0.1-2.5-0.00.12.5-23.73-1.1-1.5-0.01.11.5-12.540.0-0.0-0.0-0.00.0-0.05-0.0-0.0-0.00.00.0-0.060.5-0.3-0.0-0.50.3-0.97-0.5-0.3-0.00.50.3-0.9梁内力工况号单元号I端N(kN)I端V(kN)1端M(kN.m)II端N(kN)II端V(kN)II端M(kN.m)恒荷载130.162.1209.0-27.6-25.534.2227.625.5-34.2-22.943.9-68.2327.2-25.5-37.3-29.762.1-206.04二2二9-43.968.2-21.368.1-267.1522.543.964.7-27.225.537.3618.7-80.5267.1-18.583.4-431.4720.968.1263.6-22.5-43.9-64.7工况号单元号I端N(kN)I端V(kN)1端M(kN.m)II端N(kN)II端V(kN)II端M(kN.m)818.183.4427.8-18.3-80.4-263.692.511.65.3-1.70.16.2101.70.1-6.2-2.511.6-5.3左风114.9-16.1-131.6-4.912.053.424.9-12.0-53.4-4.93.8-34.53-5.00.765.65.0-13.0-27.444.9-3.834.5-4.91.2-43.45-5.0-23.9-63.45.0-0.7-65.6613.59.143.4-13.5-9.1-25.07-5.0-31.8-162.45.023.963.48-11.3-32.4-227.511.332.4162.49L6-10.8-13.11.65.2-2.910-0.8-5.42.90.8-0.1-8.2右风I1-4.1-12.534.14.10.1-69.12-4.1-0.169.14.1-24.566.435.911.4-48.5-5.9-15.6123.64-4.124.5-66.41.I-32.4167.555.93.233.()-5.9-11.448.56-10.433.0-167.510.4-33.0233.775.90.639.9-5.9-3.2-33.0814.5-9.720.4-14.59.7-39.99-0.8-0.18.20.8-5.4-2.910-1.55.22.91.5-10.813.1左地震1-1.2-1.2-13.71.21.27.22-0.6-1.2-7.20.61.2-6.131.0-1.16.5-1.01.1-12.54-0.1-1.26.10.11.2-10.550.5-1.1-5.8-0.51.1-6.560.8-0.910.5-0.80.9-12.37-0.1-1.1-9.90.11.15.88-LO-0.8-11.41.00.89.99-0.1-0.5-0.90.10.5-0.0100.1-0.50.0-0.10.5-0.9右地震11.21.213.6-1.2-1.2-7.220.61.27.2-0.6-1.26.1工况号单元号I端N(kN)I端V(kN)1端M(kN.m)II端N(kN)II端V(kN)II端M(kN.m)3-LO1.1-6.5LO-1.112.540.11.2-6.1-0.1-1.210.55-0.51.15.80.5-1.16.56-0.80.9-10.50.8-0.912.370.11.19.9-0.1-1.1-5.881.00.811.4-1.0-0.8-9.990.10.50.9-0.1-0.50.010-0.10.5-0.00.1-0.50.98 .节点位移恒荷栽工况下节点位移（IlIII）节点号X向位移Y向位移13.060.2122.480.2334.8728.1240.5130.5053.6412.7761.7415.1172.871.8882.602.7792.770.49109.360.2111-4.730.23123.261.94133.562.83143.444.73活荷蒙工况下节点位移（Im）节点号X向位移Y向位移12.140.1621.730.1733.3826.6240.3828.8552.5220.5761.2421.61节点号X向位移Y向位移72.006.0081.826.3491.930.30106.540.1611-3.310.17122.316.02132.456.37142.163.08节点侧向（水平向）位移（皿）工况节点节点左风1150.44250