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Bassali 's general theory for the fl exure of the thin c irc ular elast ic pl a te supported at a n a rbitrary numbe r of points and subjec ted to transverse load ove r an ecce ntri c circle is specialized to the case of a centrally loaded plate s upporte d at points equally s paced on a c ircle concentric with th e ce nte r. Simplified me thods for approximating the results predicted by the more complicated theore tical ex· pressions for defl ec tion are presented along with the expe rim ental result s from 138 tes ts . Both the ex perimental results a nd the simplified equations a re co mpa red with the th eory and agreement is fo und to be good.

Deflection of centrally loaded thin circular elastic plates on equally spaced point supports