A square footing 2.4 m x 0.35 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 372 kN LL = 293 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.

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A square footing 2.4 m x 0.35 m thick supports a 300 mm square column at its center.

Column loads are service conditions:

DL = 372 kN

LL = 293 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.

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