A horizontal bar AB assumedto be rigid, is supported by two wires CE & DF, having lengths L and 2L respectively and pinned at A. If each wire hascross sectional area A, the tensile stress $$\sigma_1$$ and $$\sigma_2$$ in wires CE and DF are respectively,

A

$$\frac{3P}{5A}$$ and $$\frac{6P}{5A}$$

B

$$\frac{2P}{5A}$$ and $$\frac{4P}{5A}$$

C

$$\frac{3P}{A}$$ and $$\frac{6P}{A}$$

D

$$\frac{P}{A}$$ each