Research Article
Feb 1967
Columns and Beams Braced by Diaphragms
Authors: Samuel J. Errera, M.ASCE, George Pincus, AM.ASCE, and Gordon P. Fisher, F.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 93, Issue 1
Abstract
Shear-resistant light-gage metal diaphragms, such as wall cladding, roof decking, and floor panels, often are connected directly to beams or columns of a steel framework. Using an energy approach, analytical methods are developed for predicting the buckling strength of individual diaphragm-braced I-section members in the plane of the diaphragm. Sixteen tests of centrally loaded double-column assemblies with diaphragm bracing on one or both flanges, and eight tests of double-beam assemblies with diaphragm bracing on the compression flange, give satisfactory agreement with theoretical results. Theory and test results both indicate that shear-resistant diaphragms can be effective in increasing the buckling load of slender columns and beams.
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Published In
Journal of the Structural Division
Volume 93 • Issue 1 • February 1967
Pages: 295 - 318
Copyright
© 1967 American Society of Civil Engineers.
History
Published in print: Feb 1967
Published online: Feb 1, 2021
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Authors
Affiliations
Samuel J. Errera, M.ASCE
Senior Research Assoc., Dept. of Structural Engrg., Cornell Univ., Ithaca, N. Y.
George Pincus, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky.
Gordon P. Fisher, F.ASCE
Prof. of Civ. Engrg., Coll. of Engrg., Cornell Univ., Ithaca, N. Y.
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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.