Brief Report
Jan 1976
Minimum Weights for Circular Tube Cantilever Beams
Authors: Howard I. Epstein, M.ASCE, and Jasim M. AlsaighAuthor Affiliations
Publication: Journal of the Structural Division
Volume 102, Issue 1
Abstract
Theoretical investigations in the area of optimum structural design have increased dramatically during the past decade. The idea of finding a structure of minimum weight has long intrigued the designer. The present work is concerned with minimum weight cantilever beams subjected to either a concentrated tip load or a uniformly distributed load. The problem in itself has some interesting practical significance in that the weight penalties for certain structures such as transmission poles and chimneys can be approximately deduced from the cantilever beam results.
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Published In
Journal of the Structural Division
Volume 102 • Issue 1 • January 1976
Pages: 318 - 322
Copyright
© 1976 American Society of Civil Engineers.
History
Published in print: Jan 1976
Published online: Feb 1, 2021
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Howard I. Epstein, M.ASCE
Jasim M. Alsaigh
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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.