An overhang beam of uniform $E I$ is loaded as shown in Fig. 10.45.

The deflection at the free end will be

- 1
  
  $\frac{P L^{3}}{81 E I}$
- 2
  
  $\frac{P L^{3}}{27 E I}$
- 3
  
  $\frac{4 P L^{3}}{81 E I}$
- 4
  
  $\frac{2 P L^{3}}{27 E I}$

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