Uniformly Loaded Sectorial Platesby John W. Weber,
Serial Information: Journal of the Structural Division, 1977, Vol. 103, Issue 1, Pg. 274-279
Document Type: Journal Paper
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.
Subject Headings: Load factors | Plates | Displacement (mechanics) | Information management | Structural analysis | Numerical methods | Computing in civil engineering | Eigenvalues
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