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What is Beam Deflection Formulas and Examples about?

Deflection of beams is analyzed using the differential equation of flexure: (1) For a cantilever beam with a concentrated load w at the free end, the maximum deflection occurs at the free end and is equal to wl^3/3EI. (2) For a simply supported beam subjected to a uniform distributed load w per unit length, the maximum deflection occurs at midspan and is equal to wl^4/384EI. (3) The differential equation relates the bending moment M to the curvature of the beam, represented by the second derivative of

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hideo

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