Research Article
Jan 1973
Strength Analysis of Corner Column-Slab Connections
Publication: Journal of the Structural Division
Volume 99, Issue 1
Abstract
An analytical method is presented for predicting the strength of a corner column-slab connection in a flat plate structure subjected to bending moment or combined bending and axial load through the column stubs. It takes into account the column side to the effective slab depth ratio, r/d, concrete and steel properties, steel configuration near the column-slab interface, and the moment to shear ratio, γ. The validity of the method was checked against the available test data and excellent correlation was obtained. Recommendations for its application and a numerical example are given.
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Published In
Journal of the Structural Division
Volume 99 • Issue 1 • January 1973
Pages: 53 - 70
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jan 1973
Published online: Feb 1, 2021
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Authors
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E. Ramzy F. Zaghlool
Postdoctoral Fellow, Dept. of Civ. Engrg., Univ. of Calgary, Calgary, Alberta, Canada, on leave from Alexandria Univ., Alexandria, Egypt
H. A. Rawdon de Paiva, M.ASCE
Prof., Dept. of Civ. Engrg., and Vice-Pres. (Services), Univ. of Calgary, Calgary, Alberta, 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.