Bending of Sectorial Plates under a Concentrated Load

Abstract

This paper treats the bending of sectorial plates under a concentrated load in the following cases : (1) central angle=(π/n), (i) the circular edge is clamped, and two straight edges are free supported, (ii) all edges are free supported, (iii) all edges are clamped, (iv) the circular edge is free supported and two straight edges are clamped, (2) central angle=(π/2n), (v) the circular edge is clamped, one of the straight edges is clamped, and the other is free supported, (vi) the circular edge is free supported, one of the straight edges is clamped, and the other is free supported.