Research Article
Aug 1978
Direct Flexural Design of Prestressed Concrete
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 104, Issue 8
Abstract
Equations are derived for the direct design of prestressed concrete beams for flexure. Interaction diagrams showing the relationship between prestress force and bending moment are used in the derivation of the equations. Examples are given of the design of a fully stressed section, a symmetrical I section, and a tee section.
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Published In
Journal of the Structural Division
Volume 104 • Issue 8 • August 1978
Pages: 1231 - 1249
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Aug 1978
Published online: Feb 1, 2021
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Authors
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David S. Hatcher, M.ASCE
Assoc. Prof. of Civ. Engrg., Washington Univ., St. Louis, Mo.
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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.