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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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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