GATE CE 2018 Set 1 — Question 15

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MCQ+1 / -0.33MediumColumn BasesSteel Member DesignStructural Engineering

Structural Engineering → Steel Member Design → Column Bases

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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 0.45fck0.45f_{ck}, where fckf_{ck} 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
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