Research Article
Oct 1965
High-Strength Bolts Subjected to Tension and Shear
Authors: Eugene Chesson Jr., M.ASCE, Norberto L. Faustino, and William H. Munse, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 91, Issue 5
Abstract
This study was aimed at defining the strength and behavior characteristics of single, high-strength structural bolts under static loadings of tension and shear. A total of 115 bolts were tested and the results were analyzed with consideration being given to such factors as location of the shear plane of loading, proportion of tension and shear loads, length of grip, bolt type and diameter, and type of material bolted. The results were compared with design equations now (1965) used in the United States.
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Published In
Journal of the Structural Division
Volume 91 • Issue 5 • October 1965
Pages: 155 - 180
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Oct 1965
Published online: Feb 1, 2021
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Authors
Affiliations
Eugene Chesson Jr., M.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
Norberto L. Faustino
Formerly, Research Asst. in Civ. Engrg., Univ. of Illinois, Urbana, Ill.
William H. Munse, M.ASCE
Prof. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
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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.