= Derive the equation describing the deflection of a long and narrow plate, simply supported at edges y = 0 and y (Fig.)
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= Derive the equation describing the deflection of a long and narrow plate, simply supported at edges y = 0 and y (Fig.)
= Derive the equation describing the deflection of a long and narrow plate, simply supported at edges y = 0 and y (Fig.), the plate is subjected to non-uniform loading p(y) = P₁ sin ( so that it deforms into a cylindrical surface with its generating line parallel to the x axis. The constant P thus represents the load intensity along the line passing through y = b/2, parallel to x. X b Ty
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