松江采光顶钢结构计算书1

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1、Error!Nobookmarknamegiven.同济大学3D3S软件*****采光顶计算书*****工程名：岳阳社区综合服务中心幕墙工程一、计算简图计算简图(圆表示支座)节点编号图单元编号图二、几何信息各节点信息如下表：节点号x坐标(m)y坐标(m)z坐标(m)x向约束y向约束z向约束绕x约束绕y约束绕z约束113.339-2.2890.000214.312-2.2890.000√√√312.139-2.2890.000410.939-2.2890.00059.739-2.2890.00068.539-2.2890.0007

2、7.339-2.2890.00086.139-2.2890.00094.939-2.2890.000103.739-2.2890.000112.539-2.2890.000121.339-2.2890.000130.339-2.2890.000140.139-2.2890.000√√√150.339-9.9390.000√√√161.339-9.9390.000√√√172.539-9.9390.000√√√183.739-9.9390.000√√√194.939-9.9390.000√√√206.139-9.9390.000√

3、√√217.339-9.9390.000√√√228.539-9.9390.000√√√239.739-9.9390.000√√√2410.939-9.9390.000√√√2512.139-9.9390.000√√√2613.339-7.8940.000√√√各单元信息如下表：单元号截面名称长度(m)面积(mm2)绕2轴惯性矩(x104mm4)绕3轴惯性矩(x104mm4)绕2轴计算长度系数绕3轴计算长度系数小节点释放大节点释放1矩500x250x120.9731742419316572991.00014.566------2

4、矩500x250x121.2001742419316572991.00011.811------3矩500x250x121.2001742419316572991.00011.811------4矩500x250x121.2001742419316572991.00011.811------5矩500x250x121.2001742419316572991.00011.811------6矩500x250x121.2001742419316572991.00011.811------7矩500x250x121.200174241

5、9316572991.00011.811------8矩500x250x121.2001742419316572991.00011.811------9矩500x250x121.2001742419316572991.00011.811------10矩500x250x121.2001742419316572991.00011.811------11矩500x250x121.2001742419316572991.00011.811------12矩500x250x121.0001742419316572991.00014.17

6、3------13矩500x250x120.2001742419316572991.00070.865------14矩250x150x87.6506144233952241.0001.000------15矩250x150x87.6506144233952241.0001.000------16矩250x150x87.6506144233952241.0001.000------17矩250x150x87.6506144233952241.0001.000------18矩250x150x87.6506144233952241

7、.0001.000------19矩250x150x87.6506144233952241.0001.000------20矩250x150x87.6506144233952241.0001.000------21矩250x150x87.6506144233952241.0001.000------22矩250x150x87.6506144233952241.0001.000------23矩250x150x87.6506144233952241.0001.000------24矩250x150x87.6506144233952

8、241.0001.000------25矩250x150x85.6056144233952241.0001.000------三、荷载信息(一).(恒、活、风)节点、单元荷载信息1.节点荷载2.单元荷载(1).工况号:0*输入的面荷载:序号荷载类型导荷方式体形系