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A Study on the Flexural Strength Capacity of Wall Stud Assembly  

Kwon, Young Bong (영남대학교 토목공학과)
Chung, Hyun Seok ((주)예화건축)
Kim, Gap Deuk (포항산업과학연구원)
Publication Information
Journal of Korean Society of Steel Construction / v.15, no.2, 2003 , pp. 109-116 More about this Journal
Abstract
An investigation on the structural behavior of cold-formed steel lipped C-section stud for interior walls or partitions was carried out. This experimental research was carried out to study the ultimate and service load capacity of stud assemblies that are subjected to lateral loads. Each test specimen consisted of three or four lipped C-section studs and two C-section tracks that restrained both ends. The major factors considered in this experiment were the perforation on the web, the connection of the bridge channel and the special clip. The effect of the plaster board and the ply wood, which were attached to the tension flange on the flexural strength, was also investigated. Thereafter, the test strength capacities were compared with the nominal strength, based on the AISI Specifications (1996).
Keywords
Flexural Strength; Cold-Formed Steel Sections; Wall Stud Assembly; Perforation; Bridge Channel; Clip;
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