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A propped cantilever of span $L$ carries a vertical concentrated load at the mid-span. If the plastic moment capacity of the section is $M_p$, the magnitude of the collapse load is

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