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Flat plate equations are based on the following conditions [Pg.30]

Perpendicular loads are applied to flat plates with uniform cross sections. [Pg.30]

Deflection is less than one-half the plate wall thickness. [Pg.30]

F = applied load at center of circular plate, N (lb) r = radius, cm (in) d = beam thickness, cm (in) [Pg.30]

Circular plate, simply supported around circumference, load uniformly distributed [Pg.30]

See other pages where Types of Circular and Rectangular Flat Plates is mentioned: [Pg.30]