Research Article
Mar 1971
Eccentrically Loaded Bolted Connections
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 97, Issue 3
Abstract
Although present methods of investigating eccentrically loaded fastener groups have produced safe designs, the factor of safety is, in general, unknown. A rational theoretical method of predicting the ultimate load on eccentrically loaded fastener groups is developed. The method is based on a recognition of the true load-deformation response of the fasteners. The validity of the theoretical approach has been verified by a testing program using eight full-size specimens. The test results agreed favorably with the theoretical predictions. By making use of the more accurate predictions presented, the factor of safety can be brought in line with that of other structural components and can be established at a constant value for all connections of this type.
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Published In
Journal of the Structural Division
Volume 97 • Issue 3 • March 1971
Pages: 765 - 783
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Mar 1971
Published online: Feb 1, 2021
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Authors
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Sherwood F. Crawford
Asst. General Mgr., Stran-Steel Ltd., Toronto, Canada; formerly Research Asst., Dept. of Civ. Engrg., Nova Scotia Tech. College, Halifax, Canada
Geoffrey L. Kulak, AM.ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Alberta, Edmonton, 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.