A square footing 2.1 m x 0.31 m thick supports a 300 mm square column at its center. Column loads are service conditions

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A square footing 2.1 m x 0.31 m thick supports a 300 mm square
column at its center.
Column loads are service conditions:
DL = 302 kN
LL = 248 kN
f’c = 21 MPa
fy = 415 MPa
Concrete cover to the centroid of steel reinforcement = 100
mm
Calculate the maximum ultimate bending moment in the slab.
Write your final answer as whole number with the unit of kN-m.