Research Article
Jan 1944
Simplified Analysis of Skewed Reinforced Concrete Frames and Arches
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 109, Issue 1
Abstract
The principal purpose of this paper is to present a simplified general method of analysis for solid-barreled skewed reinforced concrete rigid frames and arches which can be understood readily by capable designers who know something about the theory of elasticity, without necessarily having made a special study of the subject of skewed arches. All unnecessarily complicated terms and expressions have been avoided, particularly those resulting from the solution in general terms of simple simultaneous equations which can be handled more easily by the direct substitution of numerical quantities.
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© 1944 American Society of Civil Engineers.
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Published in print: Jan 1944
Published online: Feb 10, 2021
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Richard M. Hodges, M.ASCE
Civ. Engr., Tunnel Design, New York City Tunnel Authority, New York, N. Y.
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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.