Consider a simply-supported rectangular plate with sides of a = 0.8 m, b = 0.6 m, and thickness of h = 3 mm. A distributed load q(x,y) = 73 Sin( x/α) Sin(π y/b) N/m² is applied to the plate. Using Navier's exact solution, calculate the displacement at the center of the plate in mm. Assume E = 70 GPa and v = 0.33.
Consider a simply-supported rectangular plate with sides of a = 0.8 m, b = 0.6 m, and thickness of h = 3 mm. A distributed load q(x,y) = 73 Sin( x/α) Sin(π y/b) N/m² is applied to the plate. Using Navier's exact solution, calculate the displacement at the center of the plate in mm. Assume E = 70 GPa and v = 0.33.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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