Flat Plates


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Flat Plates
1011120Flat Plates
Common Case The formulas of this section are based on the following assumptions: (1) The plate is flat, of uniform thickness, and of homogeneous isotropic material; (2) the thickness is not more than about one-quarter of the least transverse dimension, and the maximum deflection is not more than about one-half the thickness; (3) all forces—loads and reactions—are normal to the plane of the plate; and (4) the plate is nowhere stressed beyond the elastic limit. For convenience in discussion, it will be assumed further that the plane of the plate is horizontal.
Citation
Warren C. Young; Richard G. Budynas; Ali M. Sadegh: Roark's Formulas for Stress and Strain, Eighth Edition. Flat Plates, Chapter (McGraw-Hill Professional, 2012), AccessEngineering Export