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时间:2018-10-31
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1、陕西广播电视大学 课程设计 课程名称:钢结构 分校(工作站): 专业:指导老师:学号:学生姓名:目录1、设计资料··········································································································12、结构形式及布置······························································································
2、··13、荷载计算·········································································································33.1永久荷载设计值·····························································································33.2可变荷载设计值···················································
3、··········································33.3荷载组合········································································································34、内力计算········································································································35、截面选择········
4、································································································45.1上弦杆截面选择·····························································································45.2下弦杆截面选择·····································································
5、························45.3腹杆截面选择·································································································54、节点设计········································································································96.1下弦节点设计····························
6、·····································································96.2上弦节点设计·······························································································147、附图····································································································
7、····161、设计资料2.1某车间,长240m,跨度27m,柱距6m,车间内无吊车、无天窗、无振动设备。采用梯形钢屋架,1.5×6m预应力钢筋混凝土大型屋面板(1.4kN/m2),二毡三油加绿豆沙防水层(0.4kN/m2),20mm厚水泥砂浆找平层(0.4kN/m2),卷材屋面,屋面坡度i=1/10,屋架简支于钢筋混凝土柱上,混凝土强度等级C20,上柱截面400×400mm。钢材选用Q235B,焊条采用E43型。屋面活荷载标准值0.70kN/m2。2.2屋架计算跨度2.3跨中及端部高度:设计为无檩屋盖方案,采用平坡梯形屋架,端部高度中部高度(为)。2、
8、结构形式与布置屋架形式及几何尺寸如图所示:图2-1梯形钢屋架形式和几何尺寸图根据
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