Journal article
Load capacity of uniformly compressed cold-formed steel section with punched web
Abstract
Load tests were carried out on 48 stub column specimens of cold-formed steel sections having flat widths of 82.5 and 144.7 mm, thicknesses of 1.60 and 1.29 mm, respectively, and various sizes and shapes of holes punched through their webs. This paper summarizes the experimental local buckling loads, ultimate loads, load–axial shortening relationships, and load–out-of-plane deflection relationships of the above specimens. Presently, the Canadian …
Authors
Sivakumaran KS
Journal
Canadian Journal of Civil Engineering, Vol. 14, No. 4, pp. 550–558
Publisher
Canadian Science Publishing
Publication Date
August 1, 1987
DOI
10.1139/l87-080
ISSN
0315-1468