A prismatic beam (as shown below) has plastic moment capacity of $M_{p}$, then the collapse load $P$ o the beam is

(A) $\frac{2 M_{p}}{L}$

(B) $\frac{4 M_{p}}{L}$

(C) $\frac{6 M_{p}}{L}$

(D) $\frac{8 M_{p}}{L}$

A prismatic beam (as shown below) has plastic moment capacity of $M_{p}$, then the collapse load $P$ o the beam is

(A) $\frac{2 M_{p}}{L}$

(B) $\frac{4 M_{p}}{L}$

(C) $\frac{6 M_{p}}{L}$

(D) $\frac{8 M_{p}}{L}$

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