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The ultimate collapse load $(P)$ in terms of plastic moment $M_p$ by kinematic approach for a propped cantilever of length $L$ with $P$ acting at its mid-span as shown in the figure, would be

  1. $P=\dfrac{2M_p}{L} \\$
  2. $P=\dfrac{4M_p}{L} \\$
  3. $P=\dfrac{6M_p}{L}\\$
  4. $P=\dfrac{8M_p}{L}$
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