Research Article
Jul 1958
Design of Long Reinforced Concrete Columns
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VIEW THE REPLYAuthors: Bengt Broms, AM.ASCE, and I. M. Viest, AM.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 84, Issue 4
Abstract
The design procedure presented in this paper involves the strength of a short column, the eccentricity determined from an elastic analysis, and a reduction coefficient. Depending on the method used in computing the short column strength, the procedure may be applied at either working or ultimate load level. The reduction coefficient is based on the results of a theoretical analysis of the strength of long columns. It is shown that the strength of a hinged column with the eccentricity obtained from an elastic analysis represents a lower limit for the strength of restrained columns. It is shown further that the ratio of the strength of a long column to that of a short column depends primarily on the slenderness ratio and on the ratio of end eccentricities. These two variables are taken into account in the reduction coefficient. The design procedure is compared with the available test data for hinged columns.
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Published In
Journal of the Structural Division
Volume 84 • Issue 4 • July 1958
Pages: 1-1694 - 28-1694
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Jul 1958
Published online: Feb 1, 2021
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Bengt Broms, AM.ASCE
Civ. Engr., Shell Development Co., Houston, Tex.; formerly Research Asst., Dept. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill.
I. M. Viest, AM.ASCE
Research Associate Prof. of Theoretical and Applied Mechanics, Univ. of Illinois, Urbana, Ill.
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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.