Research Article
Jan 1922
The Circular Arch Under Normal Loads
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 85, Issue 1
Abstract
In the theory of curved dams, the deflection of a horizontal circular arch under normal loads plays an important role. The main object of the following investigation is to derive nearly exact formulas for this deflection, as well as formulas for moment, thrust, and shear, both for arches “fixed” (encastre) at the ends and for those free to turn or “hinged” at the abutments. Since the only approximation introduced consists in neglecting the influence of shear on the deformation, the results may be characterized as nearly exact.
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Published In
Transactions of the American Society of Civil Engineers
Volume 85 • Issue 1 • January 1922
Pages: 233 - 248
Copyright
© 1922 American Society of Civil Engineers.
History
Published in print: Jan 1922
Published online: Feb 10, 2021
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Authors
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William Cain, M.ASCE
Prof. of Math, Univ. of North Carolina, Chapel Hill, N. C.
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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.