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A prismatic beam (as shown below) has plastic moment capacity of $M_p$, then the collapse load $P$ of the beam is

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