Brief Report
Jan 1977
Uniformly Loaded Sectorial Plates
Publication: Journal of the Structural Division
Volume 103, Issue 1
Abstract
In a recent paper the writer examined the solution of the deflection equation for a uniformly loaded sectorial plate with all edges clamped. The intent of this paper is to present additional information to enable the structural engineer to analyze uniformly loaded sectorial plates with clamped radii and circumferential edges that are simply supported, clamped, or free. The solution, basically a numerical procedure best effected by a digital computer, is reduced to two steps: 1) The determination of the eigenvalues for a sector of a particular angle; and 2) the solution of a set of simultaneous equations to determine the unknown constants appearing in the shear, moment, and deflection equations.
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Information
Published In
Journal of the Structural Division
Volume 103 • Issue 1 • January 1977
Pages: 274 - 279
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Jan 1977
Published online: Feb 1, 2021
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John W. Weber, AM.ASCE
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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.