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