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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 loadof 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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