This paper treats the symmetrical bending of a uni/brmly loaded circular plate supported at k internal points. The houndarv displacement and slope are expanded #1 Fourier seriesr. The method proposed hy [6] is applied.. As hoth the governing differential equation attd boundary conditions art, satisfied exactly, we ther(/bre obta#1 the analytic expression of the transverse d(]h, ctional equation af the circular plate. TJds is an easy and e.ffective methed.