A square footing 2.2 m x 0.31 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 331 kN LL = 251 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 2.2 m x 0.31 m thick supports a 300 mm square column at its center. Column loads are service conditions: DL = 331 kN LL = 251 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.
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.11P
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5)
A square footing 2.2 m x 0.31 m thick supports a 300 mm square column at its center.
Column loads are service conditions:
DL = 331 kN
LL = 251 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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