The figure shows a simply supported beam PQ of uniform flexural rigidity EI carrying two moments M and 2M
Q. 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 (A) 0 (B) ML/(9EI) (C) ML/(6EI) (D) ML/(3EI) Ans: ML/(6EI) Sol:










