# The ultimate collapse load $(P)$ in terms of plastic moment $M_{\mathrm{p}}$ by kinematic approach for a propped cantilever of length $L$ with $P$ acting at its mid-span as shown in the figure, would be $\begin{array}{llll}\text { (A) } P=\frac{2 M_{p}}{L} & \text { (B) } P=\frac{4 M_{\mathrm{p}}}{L} & \text { (C) } P=\frac{6 M_{\mathrm{p}}}{L} & \text { (D) } P=\frac{8 M_{\mathrm{p}}}{L}\end{array}$

## Question ID - 155963 :- The ultimate collapse load $(P)$ in terms of plastic moment $M_{\mathrm{p}}$ by kinematic approach for a propped cantilever of length $L$ with $P$ acting at its mid-span as shown in the figure, would be $\begin{array}{llll}\text { (A) } P=\frac{2 M_{p}}{L} & \text { (B) } P=\frac{4 M_{\mathrm{p}}}{L} & \text { (C) } P=\frac{6 M_{\mathrm{p}}}{L} & \text { (D) } P=\frac{8 M_{\mathrm{p}}}{L}\end{array}$

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Answer Key : (C) -

$P=\frac{6 M_{\mathrm{p}}}{L}$

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