期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：5
页码：7497
DOI：10.15680/IJIRSET.2017.0605031
出版社：S&S Publications
摘要：Cold formed steel sections are currently widely used for buildings and structures which are gainingpopularity in India for a decade.They are used as purlins and side rails or floor joist, and after that in the buildingenvelops. The strength of steel cold-formed members is usually computed by various design methods and as per designstandards.The section selected for the study is CFS sigma and Z sections. The behaviour and capacity of the sectionsare studied. Sections selected were based on geometric ratio. Using CUFSM, the behaviour of the selected sections willbe predict. The Ultimate load capacity of both sigma and Z sections will be predict from ANSYS and ABAQUSsoftwares. In this paper, identify the ultimate load carrying capacity of these sections and finding the suitable sectionwhich has the highest load carrying capacity.
关键词：CFS sigma and Z sections; Geometry Ratio; Various Thickness; Behaviour ; Yield stress; Ultimate;load.
