Research Article
Jan 1954
The Equivalent Rectangle in Prestressed Concrete Design
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 119, Issue 1
Abstract
A simple procedure is presented for selecting cross-sectional shapes and dimensions for prestressed concrete beams in a manner similar to that used for selecting structural steel shapes. The required section modulus is computed from the bending moments and from the allowable working stress in concrete. From an equation utilizing an equivalent rectangular cross section, or by use of a chart, the dimensions of the selected shape can be determined rapidly.
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Published In
Transactions of the American Society of Civil Engineers
Volume 119 • Issue 1 • January 1954
Pages: 292 - 302
Copyright
© 1954 American Society of Civil Engineers.
History
Published in print: Jan 1954
Published online: Feb 10, 2021
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Authors
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John J. Peebles, JM.ASCE
Engr., Bureau of Reclamation, U.S. Dept. of the Interior, Columbia Falls, Mont.
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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.