A simply supported beam of length L is loaded by two symmetrically applied point loads P at L/3 from each support. Both the loads are then shifted to new points which are at a distance L/4 from each support. The bending moments at the mid-section of the beam in both the cases are same. The magnitude of Pin terms of P is L / 3 L/4 (A) P/3 (C) 4P/3 P P E B L/3 L/2 P c L/3 P F L/4 (B) P/4 (D) 8P/3