Brief Report
May 1969
Single Angle Members in Tension and Compression
Publication: Journal of the Structural Division
Volume 95, Issue 5
Abstract
A discontinuous single angle, bolted through one leg only, represents the least efficient, but perhaps the most popular of structural members. While having a long history of testing and usage, there is still a considerable divergence of opinion about its capacity. The mechanisms of failure in simple angle ties and struts, relating them to available published test results and to some small test programs undertaken to illustrate certain types of behavior are described herein.
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Published In
Journal of the Structural Division
Volume 95 • Issue 5 • May 1969
Pages: 1043 - 1049
Copyright
© 1969 American Society of Civil Engineers.
History
Published in print: May 1969
Published online: Feb 1, 2021
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Authors
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Cedric Marsh, M.ASCE
Adjunct Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Canada
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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.