The Structural Engineer > Archive > Volume 30 (1952) > Issues > Issue 8 > The Assumed Deflection Method for the Determination of Transverse Stresses in Slabs Supported on Two
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The Assumed Deflection Method for the Determination of Transverse Stresses in Slabs Supported on Two Sides

The essence of this method is contained in a consideration of the equilibrium of a beam, loaded at its centre with a point load “P," and supported elastically along its length in such a way that the degree of support is directly proportionate to the depression of the supporting medium. Ronald Noble

Author(s): Noble, Ronald

Keywords: slabs;analysis