摘要
结合清徐县某储煤棚屋盖的特点,对煤棚的两种80 m跨钢管拱桁架设计方案进行了阐述,并对两种方案的适宜性进行了分析比较,推荐选用方案1的设计方法,为进一步优化此类工程设计提供了参考依据。
Combining with the characteristics of a coal storage shed roof in Qingxu,this paper elaborated two 80 m cross steel tube arch truss de-sign scheme of coal shed,and analyzed and compared the suitability of two schemes,recommended to select the design method of scheme 1, provided reference for further optimization of this kind of engineering design.
出处
《山西建筑》
2014年第20期63-63,共1页
Shanxi Architecture
关键词
煤棚
钢桁架
方案
应力
刚度
coal shed
steel truss
scheme
stress
stiffness
