钢结构课程设计 学生姓名：李 兴 锋 学 号：20094023227 所在学院：工程学院 专业班级：09级土木(2)班 指导教师： 目 录 1、设计资料································································3 2、屋架形式和几何尺寸······················································5 3、节点荷载设计····························································5 4、屋架荷载································································6 5、杆件截面选择····························································6 6、屋架杆件计算总表·······················································13 7、焊缝计算·······························································1 4 8 、杆件应力计算···························································1 6 9 、节点设计·······························································1 9 1 0 、课程设计小结··························································25 11、设计手写稿····························································27 12、施工图·······························································28 T 型钢架课程设计任务书 一、设计资料 某车间（或厂房）跨度L，长度96m ，柱距6m ，屋盖采用梯形钢屋架，屋面材料为压型钢板复合板，檩条间距1.5m ，屋面坡度i = 1/10，屋面活荷载标准值为0.5kN/m 2，当地基...
