Research Article
Oct 1979
Critical Loads for Webs with Holes
Authors: Richard G. Redwood and Minoru UenoyaAuthor Affiliations
Publication: Journal of the Structural Division
Volume 105, Issue 10
Abstract
Design recommendations are given that relate to the buckling of webs of wide flange beams containing mid-depth unreinforced web holes. The recommendations are based on an elastic analysis of perforated web plates, together with empirical relationships that define the inelastic buckling loads. Comparisons are made with previously reported experimental results. A parameter study is described, based on the recommended buckling curves, which enables conditions to be established defining ranges of hole geometry and web slenderness within which web instability can be ignored. Special attention is given to beams with web slenderness typical of beams used in building structures.
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Published In
Journal of the Structural Division
Volume 105 • Issue 10 • October 1979
Pages: 2053 - 2067
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Oct 1979
Published online: Feb 1, 2021
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Affiliations
Richard G. Redwood
Prof., Dept. of Civ. Engrg. and Applied Mechanics, McGill Univ., Montreal, Quebec, Canada
Minoru Uenoya
Research Assoc., Dept. of Civ. Engrg., Hiroshima Univ., Hiroshima City, Japan
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