Abstract
This investigation considers the problem of deflections and strength of the rectangular plate with reinforcements under general distribution of loading, and under the boundary conditions in which one pair of opposite edges normal to reinforcements are simply supported, the other pair of edges are elastically supported, by reinforcements. And all reinforcements have rigidity against twist as well as against deflection, and those are built in with brackets which have elastic constants for angular displacements.We express the influences of reinforcements on the rectangular plate in Dirac's impulse func tion δ(x, xi)and δ'(x, xi), and we apply the double or single Fourier Transformation to solve the equation of equilibrium of the rectangular plate under the above boundary conditions.
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