Research Article
Jun 1964
Minimum Weight Plastic Design of Continuous Frames
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VIEW THE REPLYPublication: Journal of the Engineering Mechanics Division
Volume 90, Issue 3
Abstract
A method by which typical frames may be designed for minimum weight to resist ultimate loads on a collapse basis is presented. Simple plastic theory is assumed to apply, although the procedure is such that members subject to axial loads are included. There is no attempt to define an optimum design, except in the sense of minimum weight. Factors such as fabrication costs and deflection limitations have been subordinated to the requirements of minimum weight, although it is realized that minimum weight is not always the most important factor. The proposed method is unique, in that it is a procedure leading directly to the correct minimum weight design without recourse to trial mechanisms, load interaction curves, or design charts that characterize existing procedures.
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Published In
Journal of the Engineering Mechanics Division
Volume 90 • Issue 3 • June 1964
Pages: 39 - 52
Copyright
© 1964 American Society of Civil Engineers.
History
Published in print: Jun 1964
Published online: Feb 3, 2021
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Authors
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Donald A. Sawyer, M.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Florida, Gainesville, Fla.
Linton E. Grinter, F.ASCE
Dean of the Graduate School and Research Prof., Univ. of Florida, Gainesville, Fla.
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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.