A simple uniformly distributed 20 ft. beam carrying a load of 1000 lb./ft. is simply supported at both ends. Calculate the maximum deflection of the beam having a modulus of elasticity of 29 x 10° psi, and moment inertia of 250 in". A. 0.208 in. C. 0.67 in. B. 0.496 in. D. 1.220 in.

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Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.