This document discusses deflection in simply supported beams. A simply supported beam is supported at both ends but not fixed, allowing it to move vertically but not horizontally. The theoretical deflection of a simply supported beam under a center load can be calculated using the Euler-Bernoulli beam equation, which takes into account the load, length, modulus of elasticity, and moment of inertia. The document compares theoretical deflection values calculated from the equation to practical deflection values measured in experiments.