Two cantilever beams,‘A’ carrying pointed load of ‘W' at free end and the other 'B' carrying uniformly distributed load totaling to ‘W'. The ratio of maximum deflection of beam A to that of beam B is

A

$$\frac {3}{8}$$

B

$$\frac {8}{3}$$

C

$$\frac {6}{15}$$

D

$$\frac {15}{6}$$