A simply supported beam A carries a point load at its midspan. Another identical
beam B carries the same load but uniformly distributed over the entire
span. The ratio of the maximum deflections of the beams A and B will be

A

$$\frac{2}{3}$$

B

$$\frac{3}{2}$$

C

$$\frac{5}{8}$$

D

$$\frac{8}{5}$$