某个2排板光伏支架3D3S计算书.docx

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1、光伏支架结构计算书项目编号：空间结构N。项目名称：光伏支架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43.3 计算参数93.4 设计参数104 计算简图105 材料信息115.1 材料特性115.2 材料统计116 荷载与组合116.1 工况信息116.2 荷载信息126.3 荷载组合167 周期与振型177.1 周期与质量参与系数178 线性计算结果178.1 线性反力178.2 线性内力238.3 线性位移289 验算结果299.1 杆件应力比限值分布图299.2 杆件应力比分布图309.3 杆件验算结果云图311设计依据工程结构通用规范(GB5501-2

2、021)钢结构设计标准(GB50017-2017)空间网格结构技术规程(JGJ7-2010)建筑结构荷载规范(GB50009-2012)建筑抗震设计规范(GB50011-2010)(2016年版)建筑与市政工程抗震通用规范(GB55002-2021)建筑地基基础设计规范(GB50007-2011)建筑结构可靠性设计统一标准(GB50068-2018)钢管混凝土结构技术规范(GB50936-2014)钢管混凝土结构设计规程(CECS28:2012)矩形钢管混凝土结构技术规程(CECS159-2004)钢结构焊接规范(GB50661-2011)钢结构高强度螺栓连接技术规程(JGJ82-2011)2

3、软件信息3D3SDesign2021.5（上海同磊土木工程技术有限公司）3结构信息3.1总体信息节点总数76支座总数13单元总数94材料种类1截面种类荷载工况43.2 几何信息节点编号图(整体)节点信息表节点号X坐标(m)y坐标(m)Z坐标(m)备注节点号X坐标(m)y坐标(m)z坐标(m)备注14.4480.0000.67322.9480.0001.52334.4482.2000.67342.9482.2001.52354.4488.8000.67362.9488.8001.52374.4486.6000.67382.9486.6001.52394.4484.4000.673102.9484

4、.4001.523111.4482.2000.473支座1121.4482.2000.823131.4480.0000.473支座1141.4480.0000.823151.4486.6000.473支座1161.4486.6000.823171.4484.4000.473支座1181.4484.4000.823191.4488.8000.473支座1201.4488.8000.823214.6249.2002.305224.6248.8002.305234.6246.6002.305244.6244.4002.305254.6242.2002.305264.6240.0002.305274.

5、624-0.4002.305283.356-0.4001.713293.3560.0001.713303.3562.2001.713313.3564.4001.713323.3566.6001.713333.3568.8001.713343.3569.2001.713351.271-0.4000.741361.2710.0000.741371.2712.2000.741381.2714.4000.741391.2716.6000.741401.2718.8000.741411.2719.2000.741422.5409.2001.333432.5408.8001.333442.5406.600

6、1.333452.5404.4001.333462.5402.2001.333472.5400.0001.333482.540-0.4001.333491.1816.6000.699504.4486.6002.222514.7156.6002.347521.1818.8000.699534.4488.8002.222544.7158.8002.347554.4488.8000.473支座1564.4486.6000.473支座1571.1812.2000.699584.4482.2002.222594.7152.2002.347604.4482.2000.473支座1611.1814.4000

7、.699624.4484.4002.222634.7154.4002.347644.4484.4000.473支座1651.1810.0000.699664.4480.0002.222674.7150.0002.347684.4480.0000.473支座1695.0150.0000.473支座1704.5360.0002.263715.0154.4000.473支座1724.5364.4002.263735.0158.8000.473支座1744.5368.8002.263754.4488.8001.929764.4480.0001.972单元编号图(整体)单元信息表(注：等肢角钢的2、3轴

8、分别对应u、V轴)截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(10lmm)绕3轴惯性矩(10lun*)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放1C41X41X2.0Q235B1.724227.736.125.131.0001.000R1R2R3R2R32C41X62X2.0Q235B0.100291.938.5814.361.0001.0003C41X41X2.0Q235B1.724227.736.125.131.0001.000R1R2R3R2R34C41X62X2.0Q235B0.097294.938.5814.361.0001.0005C41X62X2.0Q23

9、5B0.450294.938.5814.361.0001.0006C41X41X2.0Q235B1.724227.736.125.131.0001.000R1R2R3R2R37C41X62X2.0Q235B1.205294.938.5814.361.0001.0008C41X41X2.0Q235B1.724227.736.125.131.0001.000R1R2R3R2R39C41X62X2.0Q235B0.200294.938.5814.361.0001.00010C41X41X2.0Q235B1.724227.736.125.131.0001.000R1R2R3R2R311C41X62X2

10、.0Q235B0.350294.938.5814.361.0001.000R2R312C41X62X2.0Q235B0.350294.938.5814.361.0001.000R2R313C41X62X2.0Q235B0.350294.938.5814.361.0001.000R2R314C41X62X2.0Q235BQ235B0.350294.938.5814.361.0001.000R2R315C41X62X2.00.350294.938.5814.361.0001.000R2R316C41X62X2.0Q235B1.549294.938.5814.361.0001.000R2R317C4

11、1X62X2.0Q235BO.100294.938.5814.361.0001.00018C41X62X2.0Q235BO.195294.938.5814.361.0001.00019C41X62X2.0Q235BO.450294.938.5814.361.0001.00020C41X62X2.0Q235B1.205294.938.5814.361.0001.0002122C41X62X2.0C41X62X2.0Q235BQ235BO.097O.100294.93294.938.588.5814.3614.361.0001.0001.0001.00023C41X62X2.0Q235BO.200294.938.5814.361.0001.00024C41X62X2.0Q235BO.400294.938.5814.36O.003O.00325C41X62X2.0Q235B2.200294.938.