Research Article
Jul 1960
Limit Design of Reinforced Concrete Beams
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VIEW THE REPLYAuthors: D. T. Wright, M.ASCE, and C. BerwangerAuthor Affiliations
Publication: Journal of the Structural Division
Volume 86, Issue 7
Abstract
Analysis of elastic and inelastic behavior of simple, continuous, reinforced concrete beam; plastic deformations required for realization of ultimate load capacity are determined for both simple-plastic and strain-hardening behavior, and capacities for inelastic deformation in reinforced concrete beams are established; prediction of amount of plastic moment redistribution in given case of propped cantilever beam.
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Published In
Journal of the Structural Division
Volume 86 • Issue 7 • July 1960
Pages: 1 - 36
Copyright
© 1960 American Society of Civil Engineers.
History
Published in print: Jul 1960
Published online: Feb 1, 2021
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Authors
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D. T. Wright, M.ASCE
Prof. and Chmn. of Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario, Canada
C. Berwanger
Lecturer, Dept. of Civ. Engrg., Univ. of Manitoba, Winnipeg, Canada
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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.