A rectangular-sectioned beam of 75 mm x 50 mm cross-section is used as a simply supported beam and carries a uniformly distributed load of 500 N/m over a span of 3 m. The beam is supported in such a way that its long edges are inclined at 20° to the vertical. Determine: (a) the maximum stress set up in the cross-section (b) the vertical deflection at mid-span TakeE = 208 GN/m².

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Pressure and Stress