Abstract
Cold-formed steel (CFS) sections have gained popularity in the recent years primarily because of their high strength-to-weight ratio and faster constructions. They are manufactured by forming plane sheets made of steel in ambient temperature and the same used in different shapes as per the requirement criteria. This present study assesses the axial capacity of CFST columns against current design standards. The column strength predicted by using the Effective width Method (EVM) as per AISI S100-16, 2016 and IS 801-1975.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: IOP Conference Series: Materials Science and Engineering
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
