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civil engineering theory of structures
1. A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 x 106 N/mm2, the deflection of the free end, is
(A): 2 mm
(B): 3 mm
(C): 4 mm
(D): 5 mm
(E): 6 mm
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