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Using limit state method and neglecting the self weight of base plate and steel column, the length of a side of the base plate to be provided is (GATE-CIVIL-Engg-2018)

A steel column of ISHB 350 @72.4 kg/m is subjected to a factored axial compressive load
of 2000 kN. The load is transferred to a concrete pedestal of grade M20 through a square
base plate. Consider bearing strength of concrete as 0.45fck, where fck is the characteristic
strength of concrete. Using limit state method and neglecting the self weight of base plate
and steel column, the length of a side of the base plate to be provided is
(A) 39 cm (B) 42 cm (C) 45 cm (D) 48 cm


Asked On2019-04-11 14:00:54 by:naikaumprakash

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