六层挑檐计算书.docx

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1、空间结构计算书项目名称：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43.3 计算参数73.4 设计参数84 计算简图85 材料信息95.1 材料特性95.2 材料统计96 荷载与组合96.1 工况信息106.2 荷载信息106.3 荷载组合157 周期与振型157.1 周期与质量参与系数158 线性计算结果168.1 线性反力168.2 线性内力218.3 线性位移279 验算结果289.1 杆件应力比限值分布图289.2 杆件应力比分布图299.3 杆件验算结果云图301设计依据工程结构通用规范(GB5501-2023)钢结构设计标准(GB50017

2、-2017)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(GB55002-2023)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)钢管源凝土结构设计规程(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软件信息3D3SDesign2023.5（上海同磊土木工程技术有限公司）3结构信

3、息3.1总体信息节点总数29支座总数14单元总数39材料种类1截面种类2荷载工况3.2 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137.21718.943-11.948支座1226.78020.981-1.604337.18018.531-6.051支座2426.70119.2580.441支座2526.14219.2830.572支座2616.20019.5004.023支座2726.22621.136-1.383816.20022.5503.02398.70022.5503.023IO-0.00022.

4、5503.023118.70019.5004.023支座212-0.00019.5004.023支座2130.0000.0000.000支座214-0.0008.4006.798支座2150.000-10.2002.959支座2160.000-17.7005.787支座2170.000-22.5004.592支座2180.000-30.8002.527支座219-2.550-30.8002.52720-2.550-22.5004.59221-2.550-17.7005.78722-2.550-10.2002.95923-2.5500.0000.00024-2.5508.4006.79825-0

5、.00015.6004.998支座226-2.55019.5004.02327-2.55015.6004.9982831.99919.962-6.7762931.94118.894-2.805单元编号图(整体)单元信息表(注：等肢角钢的2、3轴分别对应u、V轴)截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(10mm,)绕3轴惯性矩(X1OW)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1H400x200x6x10Q235B7.4186280.001334.0217956.930.8091.000R1R2R32H400x200x6x10Q235B5.9116280.00133

6、4.0217956.931.0152.0333H400x200x6x10Q235B7.4186280.001334.0217956.930.8091.000一一R2R34H400x200x6x10Q235B2.6766280.001334.0217956.931.0001.0005H400x200x6x10Q235B10.5266280.001334.0217956.930.5000.5006H400x200x6x10Q235B11.0426280.OO1334.0217956.93O.5431.000R1R2R3R2R37H400x200x6x10Q235B2.6956280.OO1334.

7、0217956.931.0001.000一一8H400x200x6x10Q235B8.7006280.OO1334.0217956.931.0001.000R1R2R3R2R39H400x200x6x10Q235B7.5006280.OO1334.0217956.931.0001.000R1R2R3R2R310H400x200x6x10Q235B3.2106280.OO1334.0217956.931.0001.00011H400x200x6x10Q235B3.2106280.OO1334.0217956.931.0001.00012H400x200x6x10Q235B3.2106280.OO

8、1334.0217956.931.0001.00013H400x200x6x10Q235B10.8066280.OO1334.0217956.93O.500O.50014H400x200x6x10Q235B10.6216280.OO1334.0217956.93O.500O.50015H400x200x6x10Q235B8.0156280.OO1334.0217956.93O.500O.50016H400x200x6x10Q235B4.9476280.OO1334.0217956.93O.500O.50017H400x200x6x10Q235B8.5536280.OO1334.0217956.

9、93O.500O.50018H400x200x6x10Q235B8.5536280.OO1334.0217956.931.0001.000R1R2R3R2R319H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.00020H400x200x6x10Q235B1.9176280.OO1334.0217956.931.0001.000R1R2R3R2R321H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.0002211400x200x6x10Q235B8.0156280.OO1334.02

10、17956.931.0001.000R1R2R3R2R323H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.00024H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.00025H400x200x6x10Q235B10.6216280.OO1334.0217956.93O.5651.000R1R2R3R2R326H400x200x6x10Q235B10.8066280.OO1334.0217956.93O.5551.000R1R2R3R2R327H400x200x6x10Q235B2.

11、5506280.OO1334.0217956.931.0001.00028H400x200x6x10Q235B7.4226280.OO1334.0217956.93O.500O.50029H400x200x6x10Q235B4.0206280.OO1334.0217956.93O.500O.50030H400x200x6x10Q235B4.0206280.OO1334.0217956.931.0001.000R1R2R3R2R331H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.00032H400x200x6x10Q235B7.4226280.OO1334.0217956.931.0001.000R1R2R3R2R333H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.00034H400x200x6x10Q235B2.5506280.OO1334.0217956.931.0001.00035H400x200x6x10Q235B7.5006280.OO1334.0217956.93O.500O.50036H400x200x6x10Q235B8.7006280.OO1334.0217956.93O.500O.500-37H2