Brief Report
Jan 1973
Eccentrically Loaded Circular Plates on Columns
Authors: Kasem Chantaramungkorn, Pisidhi Karasudhi, AM.ASCE, and Seng-Lip Lee, M.ASCEAuthor Affiliations
Publication: Journal of the Structural Division
Volume 99, Issue 1
Abstract
A solution is presented to find the deflection of a circular plate supported by columns subjected to eccentric concentrated loads. Analysis shows that deflection is the sum of the deflection for a circular plate simply supported on the boundary under eccentric concentrated load and for a circular plate supported by columns on its boundary under shearing force.
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Published In
Journal of the Structural Division
Volume 99 • Issue 1 • January 1973
Pages: 234 - 240
Copyright
© 1973 American Society of Civil Engineers.
History
Published in print: Jan 1973
Published online: Feb 1, 2021
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Authors
Affiliations
Kasem Chantaramungkorn
Grad. Student, Northwestern Univ., Evanston, Ill.
Pisidhi Karasudhi, AM.ASCE
Asst. Prof., Div. of Struct. Engrg. and Mech., Asian Inst. of Tech., Bangkok, Thailand
Seng-Lip Lee, M.ASCE
Prof. and Chmn., Div. of Struct. Engrg. and Mech., Asian Inst. of Tech., Bangkok, Thailand
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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.