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civil engineering theory of structures
1. The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is
(A): 2.75 cm
(B): 3.00 cm
(C): 3.50 cm
(D): 4.25 cm
(E): 5.0 cm
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