A column $A B C D$ $(2 y_{1} x 2 y_{2})$ of rectangular section carries a load $P$ at $Z$ having the coordinates $(x, y)$ as shown in

Fig. 10.42.

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- 1
  
  $\frac{P}{A} + \frac{P y}{1_{x x}} y_{1} + \frac{P x}{1_{y y}} y_{2}$
- 2
  
  $\frac{P}{A} - \frac{P y}{1_{x x}} y_{1} - \frac{P x}{1_{y y}} y_{2}$
- 3
  
  $\frac{P}{A} + \frac{P y}{1_{y y}} y_{1} + \frac{P x}{1_{x x}} y_{2}$
- 4
  
  $\frac{P}{A} - \frac{P y}{1_{y y}} y_{1} - \frac{P x}{1_{x x}} y_{2}$

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