The system which is shown in Fig. 10.10 consists of two prismatic bars of same length $L$ and same axial rigidity $A E$ .

The system lies in the vertical plane and carries a vertical load $P$ at

joint $X$ , The vertical deflection of joint X is

- 1
  
  $\frac{P L}{A E}$
- 2
  
  $\frac{P L}{2 A E}$
- 3
  
  $\frac{2 P L}{A E}$
- 4
  
  zero

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