欢迎来到天天文库
浏览记录
ID:22099171
大小:1.01 MB
页数:20页
时间:2018-10-27
《钢筋结构屋架课程设计报告》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、WORD文档下载可编辑陕西广播电视大学 课程设计 课程名称:钢结构 分校(工作站): 专业:指导老师:学号:专业资料整理分享WORD文档下载可编辑学生姓名:专业资料整理分享WORD文档下载可编辑目录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··················································································
4、······················35、截面选择········································································································专业资料整理分享WORD文档下载可编辑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······························································································
6、··········96.1下弦节点设计·································································································96.2上弦节点设计·······························································································147、附图························································
7、················································16专业资料整理分享WORD文档下载可编辑1、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0.70
8、kN/m2。2.2屋架计
此文档下载收益归作者所有