Research Article
Jul 1982
Bending Strength of Webs of Cold-Formed Steel Beams
Publication: Journal of the Structural Division
Volume 108, Issue 7
Abstract
The postbuckling strength of web elements in bending and the interaction of beam web and flange have been studied to determine their influence on the moment capacity of beams having either stiffened or unstiffened compression flanges. Based on the test results of 68 beam specimens having stiffened compression flanges and 34 beam specimens having unstiffened compression flanges, four methods are developed for predicting the ultimate moment capacity of cold-formed steel beams with due consideration given to the actual bending strength of web elements.
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Information
Published In
Journal of the Structural Division
Volume 108 • Issue 7 • July 1982
Pages: 1589 - 1604
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jul 1982
Published online: Feb 1, 2021
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Roger A. LaBoube, M.ASCE
Research Engr., Butler Manufacturing Co., Research Center, Grandview, Mo. 64030
Wei-Wen Yu, F.ASCE
Prof. of Civ. Engrg., Univ. of Missouri-Rolla, Rolla, Mo. 65401
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.