For the component loaded with a force F as shown in the figure, the axial stress at the corner point P is
(a) $\frac{F(3L-b)}{4b^3}$ (b) $\frac{F(3L+b)}{4b^3}$
(c) $\frac{F(3L-4b)}{4b^3}$ (d) $\frac{F(3L-2b)}{4b^3}$
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