Research Article
May 1973
Analysis of T-Stub Flange-to-Column Connections
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VIEW THE REPLYAuthors: Ben Kato and William McGuire, F.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 5
Abstract
The performance of high strength bolted T-stub flange-to-column connections up to the point of failure is analyzed for all possible combinations of T-flange and bolt dimensions. It is found that in high strength bolted connections subject to tension that are designed according to the current U. S. or Japanese specifications, the bolts yield before separation, and separation loads are equal to the yield strengths of the bolts. Using these observations, a simple method of analysis is developed which gives results in accord with test data, covers the range of possible modes of behavior, and provides the basis for a useful design method. Design formulas for the use of connections of this type in plastic design are suggested.
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Published In
Journal of the Structural Division
Volume 99 • Issue 5 • May 1973
Pages: 865 - 888
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: May 1973
Published online: Feb 1, 2021
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Authors
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Ben Kato
Prof. of Struct. Engrg., Univ. of Tokyo, Tokyo, Japan
William McGuire, F.ASCE
Prof. of Civ. Engrg., Cornell Univ., Ithaca, N.Y.
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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.