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The figure shows a simply supported beam PQ of uniform flexural rigidity EI carrying two moments $M$ and $2M$.

The slope at P will be

  1. $0$
  2. $\text{ML}/(9\text{EI})$
  3. $\text{ML}/(6\text{EI})$
  4. $\text{ML}/(3\text{EI})$
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