S31-1地块小学等5个项目勘察设计 S31-1地块小学顶部钢结构连廊(计算书).docx
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S31-1地块小学等5个项目勘察设计 S31-1地块小学顶部钢结构连廊(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393.4 设计叁数394 计算简图395 材料信息405.1 材料特性405.2 材料统计406 荷就与组合416.1 工况信息416.2 荷载信息416.3 WWaa467 周期与振型467.1 周期与质量参与系数468 线性计算结果468.1 战性反力478.2 线性内力688.3 线性位移749 险算结果759.1 杆件应力比限值分布图759.2 杆件应力比分布图759.3 杆件验算结果云图761设计依据£工程结构通用规范力冷弯薄壁型钢结构技术规范2胃建筑结构荷载规范3£建筑抗战设计规范?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3t建筑结构可靠性设计统一标准92软件信息3D3SDesign3结构信息3,总体信息节点总数支座总数单元总数材料种类假面种类荷教工况<GB550012021)(GB50018-2002)(GB50009-2012)(GB500112010)(2016年版)<GB55002-2021)(GB50007-2011)(GB50068-2018)2021.6(上海同需土木工程技术有限公司)160607051433.2几何信息/、节点编号图(整体)节点信息表”点号X坐标3)y坐标3)2坐标1.)备注第点号X型标加)y坐标Z坐标®备注110.800-7.78422.410支用1210.800-8.19422.410310.SOO-7.78422.331支座1410.800-7.78422.051510.KOO-7.7«!25.120支座】610.KOO-8.1942S,120710.800-7.63425.14支座1810.800-8.1942S.494910.800-8.19421.0241010.800-6.38522.054I1.10.800Y38521.0241210.800-4.63522.0641310,800763521.02414)0.800-2.88622.0541510.«00-2.88621.0241610.«00-1.13722.0511710.«00-1.13721.024ISJO.KOO0.bU22.0541910.8000.61221.0242010.8002.11622.S3!文座12110.8002.11622.0542210.8001.96622.784文座】2310.8002.42122.7弘2110.8002.12125.120文曲12510.8002.42125.1202610.8001.96626.494支座2710.«002.42125.2»9.柏0-7.7«122.410支座1299.60()气19422.410:M)9.600-7.7«122.334支座1319.600-7.78422.054329.600-7.78425.120文座】339.600-8.19425.120319.600-7.63125.494支座】笈9.600S19125.494369.600-8.19121.024379.6006.38522.054期9.600-6.38521.024的9.600-4.63522.051IO9.600763521.024419.600-2.88622.0S4429.600-2.88621.024439.600-1.13722.OM149.网I-1.13721.024459.6000.61222.OM469.MO0.61221,021479.6002.11622.331支座I489.6d02.11622.051U9.60()1.96622.TO1.支座】SO9.6002.42122.784;力9.60()2.12125.120文座1529.6(102.42125.120S39.6001.96625.锄k>i'1549.6002.4212S.494558.-100-7.78422.410支用1568.100-8.19422.110578.400-7.78422.3%支座1588.100-7.78*122.05158.400-7.78425.120支座1608.WO-8.19125.120M8.IW)-7.63425.支座】628.WO-8.19125.1948.I(M)气19421.024618.100-6.38522.051658.-10038521.024668.400-4.63522.054678.4007.63521.024688.-100-2.8邰22.0548.400-2.88621.024708.100-1.13722,051718.400-1.13721.024728.4000.61222,05173B.1000.61221.021748.4002.11622.阳支座】:i8.4002.11622.0S4768.1001.96622.784支座1778.4002.42122.7a4788.4002.1212S.120文座】798.4002.42125.120SO8.1001.96625.494818.4002.42125.494827.200-7.78422.410支座】837.20()-8.19422.I1.O847.200-7.78422.网支座】K57.200-7.TJM22.051867.200-7.78125.120支座】7.200-8.19425.120887.200-7.6342S.494支座】897.200-8.1942&4M907.200-8.19421.024917.200Y38522.OM927.200-6.38521.024937.2007.63522.054947.2007.63521.024»57.20()-2.S«622.051»67.200-2.«»>21.021917.200-1.13722.0S4%7.200-1.13721.0247.20()0.61222.0541007.2000.61221.021i1.7.2002.11622.3%支座11027.2002.11622.On1.1037.2001.96622.7a4支座11047.2002.42122.7841057.2002.12125.120支用】1067.2002.42125.1201077.2001.96625.494支座】1087.2002.42126.4941096.OOO-7.78422.410支座11106.OdO-8.19422,4101.116.00()-7.7«1.22.3:M支座】1126.000-7.78422.054IB6.OOO-7.78425.120文座1IH6.000-8.19425.1201156.OOO-7.63425.锄文座11166.(X1.O-8.1912S.4941176.OOO-8.19421.0241186.000-6.38522.0541196.OOO-6.38521.0241206.OdO-4.63522.0511216.0(M>-4.63521.0241226.(XIO-2.8H622.QS1.1236.OW)-288621.0241246.000-1.13722.O5I1256.OOO-1.13721.0241266.0000.61222.054J76.OOO0.61221.0241286.0002.U622.331支座】1296.OOO2.11622.OM1306.0001.96622.784支座11316.OOO2.42122.7M13260002.12125.120支座】1336.0(X)2.42125.1201316.MO1.»6«25.194支座11356.02.42125.I»113610.XOO0.66325.64613710.8000.66324.购13810.800-2.23425.79113910.800