Research Article
Dec 1966
Optimum Design—Minimum Weight Versus Fully Stressed
Publication: Journal of the Structural Division
Volume 92, Issue 6
Abstract
The substitute problem of fully stressed design or simultaneous failure modes design is often solved in place of the minimum weight design. A method is presented which can be used to determine the validity of the substitute problem of fully stressed or simultaneous failure modes design. The equivalence of these two solutions can be demonstrated for a large class of discrete and continuous structures subjected to a single load condition. This equivalence can also be extended to a stress limited determinate truss subjected to several independent mechanical loads. However, it can also be shown that the simultaneous failure modes is not necessarily the minimum weight design for waffle plates subjected to a multiplicity of biaxial loads.
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Published In
Journal of the Structural Division
Volume 92 • Issue 6 • December 1966
Pages: 265 - 279
Copyright
© 1966 American Society of Civil Engineers.
History
Published in print: Dec 1966
Published online: Feb 1, 2021
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Authors
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Thomas P. Kicher
Asst. Prof. of Engrg., Case Inst. of Tech., Cleveland, Ohio.
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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.