铝板造型水平支撑钢架结构计算.docx

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1、(GB50017-2017)(GB50009-2012)(GB50011-2010) (2016年版)(GB50007-2011)(GB50936-2014)(CECS 28:2012)(CECS159-2004) (GB50661-2011) (JGJ82-2011)第二部分铝板造型水平支撑钢架结构计算1设计依据钢结构设计标准建筑结构荷载规范建筑抗震设计规范建筑地基基础设计规范钢管混凝土结构技术规范钢管混凝土结构设计规程矩形钢管混凝土结构技术规程钢结构焊接规范钢结构高强度螺栓连接技术规程2计算简图、几何信息节点编号图单元编号图各单元信息如下表:注：等肢单角钢的2、3轴分别对应u、V轴单元号截

2、面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(xllmm,)绕3轴惯性矩(xlmm1)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1L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R32L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R33矩80x60x4x4Q235B0.557105659.6494.261.8981.8984矩80x60x4x4Q235B0.500105659.6494.262.1142.1145矩80x60x4x4Q235B0.300105659.6494.262.000

3、2.0006矩80x60x4x4Q235B0.210105659.6494.262.0002.0007矩80x60x4x4Q235B0.557105659.6494.261.8981.8988矩80x60x4x4Q235B0.500105659.6494.262.1142.1149矩80x60x4x4Q235B0.300105659.6494.262.0002.00010矩80x60x4x4Q235B0.210105659.6494.262.0002.00011矩80x60x4x4Q235B0.557105659.6494.261.8981.89812矩80x60x4x4Q235B0.5001

4、05659.6494.262.1142.11413矩80x60x4x4Q235B0.300105659.6494.262.0002.00014矩80x60x4x4Q235B0.210105659.6494.262.0002.00015矩80x60x4x4Q235B0.557105659.6494.261.8981.89816矩80x60x4x4Q235B0.500105659.6494.262.1142.114单元号截面名称材料名称长度(In)面积(mm2)绕2轴惯性矩(xllmm1)绕3轴惯性矩(xllmm,)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17矩80x60x4x4Q

5、235B0.300105659.6494.262.0002.00018矩80x60x4x4Q235B0.210105659.6494.262.0002.00019矩80x60x4x4Q235B0.557105659.6494.261.8981.89820矩80x60x4x4Q235B0.500105659.6494.262.1142.11421矩80x60x4x4Q235B0.300105659.6494.262.0002.00022矩80x60x4x4Q235B0.210105659.6494.262.0002.00023矩80x60x4x4Q235B0.557105659.6494.261

6、.8981.89824矩80x60x4x4Q235B0.500105659.6494.262.1142.114一一25矩80x60x4x4Q235B0.300105659.6494.262.0002.00026矩80x60x4x4Q235B0.210105659.6494.262.0002.00027L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R328矩50x50x4x4Q235B1.00073626.1526.151.0001.00029矩50x50x4x4Q235B0.80073626.1526.151.0001.00030矩50x50x4x4

7、Q235B1.00073626.1526.151.0001.00031矩50x50x4x4Q235B1.00073626.1526.151.0001.00032矩50x50x4x4Q235B0.80073626.1526.151.0001.00033矩50x50x4x4Q235B1.00073626.1526.151.0001.00034矩50x50x4x4Q235B1.00073626.1526.151.0001.00035矩50x50x4x4Q235B0.80073626.1526.151.0001.00036矩50x50x4x4Q235B1.00073626.1526.151.0001.

8、00037矩50x50x4x4Q235B1.00073626.1526.151.0001.00038矩50x50x4x4Q235B0.80073626.1526.151.0001.00039矩50x50x4x4Q235B1.00073626.1526.151.0001.00040矩50x50x4x4Q235B1.00073626.1526.151.0001.000一一41矩50x50x4x4Q235B0.80073626.1526.151.0001.00042矩50x50x4x4Q235B1.00073626.1526.151.0001.00043矩50x50x4x4Q235B1.000736

9、26.1526.151.0001.00044矩50x50x4x4Q235B0.80073626.1526.151.0001.00045矩50x50x4x4Q235B1.00073626.1526.151.0001.00046L50x4Q235B1.2813903.8214.691.0001.00047L50x4Q235B1.2813903.8214.691.0001.00048L50x4Q235B1.2813903.8214.691.0001.00049L50x4Q235B1.2813903.8214.691.0001.00050L50x4Q235B1.2813903.8214.691.000

10、1.00051L50x4Q235B1.2813903.8214.691.0001.00052L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R3单元号截面名称材料名称长度(In)面积(mm2)绕2轴惯性矩(xllmm1)绕3轴惯性矩(xllmm,)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53L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R354L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R355L50x4Q235B1.3003903.8214.69

11、1.0001.000RlR2R3R2R356L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R357L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R358L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R359L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R360L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R361L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R362L50x4Q235B1.3003903.8214.691.0001.000RlR2R3R2R363L50x4Q235B1.