Abstract
A method for calculating the deflection of a round flat steel plate pinched along the 
 edge, bearing an axisymmetric load, is considered. For practical calculations, dimensionless coeffi cients of deflection in the center and in the area of fixing a round flat plate pinched along the edge are 
 applied, the stress coefficient and the accompanying function, which depends on the deflection of the 
 plate and the pressure force on it, are taken into account
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