S31-1地块小学等5个项目勘察设计 S31-1地块小学白色铝板造型结构计算书.docx

空间结构计算书项目编号：空间结构No.1.项目名称：空间结构1 设计依据32 软件信息33 结构信息33.1 总体信息33.2 几何信息33.3 计算卷数103.4 设计叁数104 计算简图105 材料信息125.1 材料特性125.2 材料统计126 荷就与组合126.1 工况信息136.2 荷载信息136.3 WWaaP7 周期与振型177.1 周期与质量参与系数178 线性计算结果188.1 战性反力188.2 线性内力218.3 线性位移339 险算结果359.1 杆件应力比限值分布图359.2 杆件应力比分布图379.3 杆件验算结果云图371设计依据工程结构通用规范1力冷弯薄壁型钢结构技术规范:。胃建筑结构荷载规范3£建筑抗隽设计规范苗建筑与市政工程抗震通用规苞X，建筑地基基础设计规范31建筑结构可靠性设计统一标准S<GB550012021)(GB50018-2002)(GB50009-2012)(GB500112010)(2016年版)<GB55002-2021)(GB50007-2011)(GB50068-2018)2软件信息3D3SDesign2021.6（上海同籍土木工程技术有限公司）3结构信息3,总体信息节点总数18支座总数4单元总数29材料种类1假面种类1荷载工况23.2几何信息节依0）图（壑体）节点信息表Y点与X坐标®y坐标(QZ坐标®备注节点号X坐标On)y坐标S)Z坐标值)备注10.00034.4523.84420.00035,8424.61430.00035.-22.919I0.Of1.O34,4521.99150.00()阪W1.1.06960.00034.4520.36970.000招.M1.0.36980.00034.4525.34!90.00035.弘25.341100.00034.4524.644110.00035.弘23.120.00034,4522.919130.00035.例21.991M0.OdO34,4521.069150.OOO：«.W1.0.H1.支座】160.00035.8425.444支座1170.000M4520.M1.丈座I180.00034.4525.414支座】牛元侑总表(注：等肢向例的2、3轴分别对应u、V轴)侬元号藏向名称材料氏度(«)枳0«T)境2搐惯性H!(×0,iw,)烧3林惯性S(XioW)绕2柏计尊长发系绕3轴计HKfff侬itf点押校.1M出洋放1方60x5.0Q23581.6041035.6050.1750.471.0001.0002力60x5.0Q2351.6701035.6050.4750.171.0001.OOO3方60x5.0Q235B1.6701035.6050.1750.471.0001.0004方60x5.0Q235K1.6701035.6050.4750.471.DOO1.WXI5方60x5.0Q23580.7001035.6050.1750.471.0001.0006方60x5.0Q23580.1001035.6050.4750.471.0001.0007方ft0x5.00235B1.5561035.6050.1750.471.0001.CMW8方60x5.00235B1.3901035.6050.4750.«171.0W1.0009方60x5.0Q235H1.5561035.6050.4750.471.MO1.000IO方60x5.0Q23581.3901035.6050.4750.471.0001.0001!力1.>0x5.0Q23581.3901035.6050.1750.471.0001.00012方60x5.00235B1.3901035.6050.4750.171.0001.OM13方60x5.0Q235H1.3901035.6050.4750.471.Mo1.DOOI1.方6()x5.0Q235H1.3901035.6050.1750.Ii1.DI»I.D(M15方60x5.QQ23581.3901035.6050.1750.471.0001.00016方(>0x5.0Q23580.2251035.6050.1750.471.0001.00017方0x5.00235B0.7001035.6050.4750.471.1)001.000IK方60x5.0Q235H0.9251035.6050.1750.«171.OOO1.00019方6()x5.0Q23580.9251035.6050.1750.471.0001.00020方60x5.0Q2350.9251035.6050.4750.171.0001.OOO21Q23580.8001035.6050.1750.471.0001.00060x5.022方60x5.0Q235H0.7001035.6050.1750.Ii1.01»I.D(M23方60x5.QQ235K0.1001035.6050.4750.471.MO1.WXI24方60x5.0Q23580.2251035.6050.1750.471.0001.0002560x5.0Q23580.7001035.6050.4750.471.0001.00026方00x5.00235B0.9251035.6050.1750.171.0001.CMW27方60x5.0Q235H0.9251035.6050.4750.471.0001.MXI2方60x5.0Q23580.9251035.6050.4750.171.0001.00029方60x5.0Q23580.8001035.6050.1750.471.0001.000俄面织号图（壑体）板面信息表tt)*4极曲类型截面名曲构件总数方形空心型弱方60x5.02933计算参数（D动力特力计算计算振型数:9振里类型：特征向诚线性计算梁单元用性：一般梁单元（欧拉梁）梁抗川惯性矩：自由扭转惯性矩考虑PA/二阶效陶：否3.4设计参数结构重要性系数：1.1.OO支摔临界角：15.000'抗裳等级结构奘型抗表等级构造措旗的抗表等数钢板架三线4计算简图注：,色填无力件通承无级色值元为连接收元.绿色实心同为太格黄色实心IW为主从节戊的I：W点支用信患衣(单位：刚度，kN/mkN*<mrad位移11rad)支阴哭坐平动】平动2I刚性刚性平劝3I转动RI转动K21转动R3刚性IW性剂性5材料信息5.1材料特性名杉材料冲性模(dM)泊松比线膨朕系攻设计强度O(Pa)1.jSWfC®<ks/««3)Q235B10235206,0000.3001.20o-05按规范7.S5e-065.2材料统计材料统计图3-三E三e:舞材料类S!汇总表阴;截面材性数量KKfa)®fit(kg)1方60x5.00235B-12930.055244.3829根30.055n211kg6荷载与组合6.1 工况信息一工况与荷我类型自贸系数荷我说明1OiI21凤O6.2 荷载信息(D杆件导荷敦列表(力：kN；分布力；kVm；西矩：kN.m；分布弯矩；kN.mm)序号荷款类负工况导荷方式体型系数面荷拔的基本风Ik)1fiiO双向杆件0.60021双向杆件1.WIO0.4006.2.1 恒荷羲6.2.1.1 恒荷教O(D恒荷我O杆件炉荷软杆件荷枕表序号导截方式面帚故值WWn2不均匀分布I双向杆件0.600否9验算结果9.1杆件应力比限值分布图应力比取值农应力比下限应力比上IUO1应力比R1.低分布图<圣体）9.2杆件应力比分布图杆件应力比分布图白分比（）9.3杆件验算结果云图9.3.1强度应力比技“强度应力比”显示构件Si色（整体）倏口应力比“出大的前个加兀的验用结果（所在组合号/情况号）序朝元号强慢烧2箱也定烧3轴秘定沿2柏抗的沿3轴抗沿2轴长剪短比沿3轴长细比检算站果160.599(1/1)0.7970.7370.0590.00755法足2230.509(1/1)0.6760.6380.0560.00655流足3240.185(1/1)0.6640.6150.Oi1.0.0061010涉足-1220.445(1/00.5890.5890.0510.0033232说足5160.441(1/1)0.6030.5700.0400.OOI1010满足650.136(1/1)0.5770.5770.0460.DO1.3232清足7170.334(1/1)0.4530.4580.0370.0033232湎足二250.322(1/1)0.1410.4-120.0310.0023232满足9200.261(1/00.M80.3520.0150.0024242说足10190.256(1/1)0.3460.3510.0120.0021242谪足9.3.2 绕2轴稳定应力比技/2轴定应力比”显示构件部色（免体）-t2轴您定电力比“足大的前10个的元的验©侬果所在加台号/情况号）样号，元号一度烧2轴稳定烧3轴枪定沿2轴抗明沿3轴抗剪沿G轴花却I比沿3轴长像比算结果60.5990.797(3/1)0.7370.0590.007S5满足2230.5090.676(3/1)0.80.0560.00655涌足324O.W50.664(1/1)0.6150.0110.005IO10滴足«160.44)0.603(1/1)0.5700.0100.0011010满足5220.4450.589(3/1)OW0.0510.00332J2满足650.4360.577(3/1)0.0460.OO1.3232满足7170.33«0.453(3/1)0.4580.0370.0033232涌足«250.3220.141(1/1)0.<1420.0：M0.0023232滴足9200.2610.348(3/1)0.招20.0150.0024242满足10190.2560.346(3/D0.3510.0120.0024242满足9.3.3 绕3轴稳定应力比技/3轴定应力比”显示构件部色（免体）-微3轴您定应力比“足大的前10个的元的验©侬果所在加台号/情况号）i中/号I号一度战2轴秘定绕3轴小£沿2轴抗剪沿3轴抗的沿G轴花却i比沿3轴长像比算结果1-1.60.5990.7970.737(3/1)0.0590.007S5满足2I230.5090.6760.638(3/1)0.0560.00655涌足3240.W50.6610.615<1.1.)0.0110.0051010滴足4220.1450.5890.589<31.)0.0510.0033232满足5I50.43611.K；0.577<3/1)DOhiOHOI32J2满足61.W0.M10.6030.570(1/1)0.040O.OOIIO10满足7I170.33«0.453O.J58<11)0.0370.0033232涌足HI250.3220.4410.412(1/1)O.OIH0.0023232滴足9:200.2610.3480.352(1/1)0.0150.0024242满足10190.2560.346O.35J<11)0.0120.0024242满足