Connection in Joints for Thin-Walled Steel Sections and Sheeting

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Connection in Joints for Thin-Walled Steel Sections and Sheeting

Thin-walled cold-formed members are thin, this will give rise to behavioural phenomena, which are not usually encountered in the more familiar hot-rolled sections. When compared to hot-rolled steel sections, cold-formed thin-walled steel sections are more likely to fail in local buckling, distor...

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Bibliographic Details
Main Author:	Othuman Mydin, M.A.
Format:	Article
Language:	English
Published:	Eftimie Murgu University of Resita 2014
Subjects:	TH1-9745 Building construction
Online Access:	http://eprints.usm.my/38487/ http://eprints.usm.my/38487/1/Connection_in_Joints_for_Thin-Walled_Steel_Sections.pdf

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