入口大雨棚钢架设计计算书

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1、***文化博览中心精品丝绸体验酒店、会展中心入口大雨棚设计计算书计算:校核:审核:目录第一部分、雨棚钢架分析计算1第二部分、雨棚玻璃强度分析计算41一、计算依据及说明411、工程概况说明412、设计依据413、基本计算公式43二、荷载计算451、风荷载标准值计算452、风荷载设计值计算453、雪荷载标准值计算464、雪荷载设计值计算465、自重荷载设计值466、竖向均布地震作用计算467、荷载组合计算47三、玻璃计算471、玻璃而积472、玻璃板块自重483、玻璃强度计算484、玻璃跨中挠度计算50第三部分、雨棚端部对穿锚栓及锚板强度计算52一、对穿锚

2、栓计算521、埋件受力计算522、埋件强度计算523、埋板面积计算54第一部分.雨棚钢架分析计算一、设计依据《钢结构设计规范》《建筑结构荷载规范》《建筑抗震设计规范》(GB50017-2003)(GB50009-2012)(GB500U-2010)2016版二、计算简图单元编号图三.几何信息各单元信息如下表:单元号截面名称长度(m)面积(mm2)绕2轴惯性矩(xlOmm*)绕3轴惯性矩(xlOmm1)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1矩300X250X146.0001461614263190210.5640.662—2矩300X

3、250X146.0001461614263190210.5860.665—3矩300X250X146.0001461614263190210.5910.669—4矩300X250X146.0001461614263190210.5920.668———5矩300X250X146.0001461614263190210.5880.669—6矩300X250X146.0001461614263190210.5540.619—7矩300X250X146.0001461614263190210.5830.670—8H350X250X9X141.193700816

4、01113614.0007.042R2R3—9H350X250X9X141.41270081601113614.0005.950—10H350X250X9X141.40770081601113614.0005.970—11H350X250X9X141.40370081601113614.0005.985R2R3—12H350X250X9X141.40170081601113614.0005.995—13H350X250X9X141.40070081601113614.0006.000—14H350X250X9X141.40070081601113614

5、.0005.999R2R3—15H350X250X9X141.40270081601113614.0005.993—16H350X250X9X141.40470081601113614.0005.982—17H350X250X9X141.40870081601113614.0005.966R2R3—18H350X250X9X141.41370081601113614.0005.944—19H350X250X9X141.42070081601113614.0005.917—20矩150X100X60.73428564668851.0001.000R2R3

6、R2R321矩150X100X61.42528564668851.0001.000R2R3R2R322矩150X100X61.41728564668851.0001.000R2R3R2R323矩150X100X61.41128564668851.0001.000R2R3R2R324矩150X100X61.40728564668851.0001.000R2R3R2R325矩150X100X61.40328564668851.0001.000R2R3R2R326矩150X100X61.40128564668851.0001.000R2R3R2R327矩15

7、0X100X61.40028564668851.0001.000R2R3R2R328矩150X100X61.40028564668851.0001.000R2R3R2R329矩150X100X61.40228564668851.0001.000R2R3R2R330矩150X100X61.40428564668851.0001.000R2R3R2R331矩150X100X61.40828564668851.0001.000R2R3R2R332矩150X100X61.41328564668851.0001.000R2R3R2R333矩150X100X61.

8、41928564668851.0001.000R2R3R2R334矩150X100X61.42