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A cantilever beam as shown in figure ha load P acting at points A & B. The deflection at B is '8' when the

A cantilever beam as shown in figure ha load P acting at points A & B. The deflection at B is '8' when the load at B removed. When the load at A is removed the deflection at A will be P (a) 8/4 (c) 8 L/4 A 4EI * 3L/4 B P EI * (b) 8/2 (d) 28/3

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