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某梯形钢屋架跨度21m,端开间柱距5.4m,其余柱距6m。屋架下弦横向支撑承受山墙墙架柱传来的风荷载,下弦横向支撑的结构布置如图所示,钢材为Q235钢。节点风荷载设计值已求出:W1=17.83k...

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