A cantilever carries a load $P$ at $C$ as shown in Fig. 10.41.

The deflection at $B$ is

- 1
  
  $\frac{P l^{2}}{2 E I} (L - 1)$
- 2
  
  $\frac{P l^{2}}{3 E I} (L - 1)$
- 3
  
  $\frac{P l^{2}}{2 E I} (L + 1 / 3)$
- 4
  
  $\frac{P l^{2}}{2 E I} (L - 1 / 3)$

Display Comments

Leave a comment

Login at first then you can submit comment. Click here to login.