A 414 mm square interior column carries a dead load of 955 kN and a live load of 888 kN. A rectangular footing is required to carry the column loads such that the length of the long side must be equal to twice the width of the short side. Assume base of the footing is 1.3 m below the ground surface. Allowable soil bearing pressure of soil is 191 kPa. f'c = 24.8 MPa, fy = 415 MPa. Unit weight of soil = 15.40 kN/m³ and %3D unit weight of concrete = 23.5 kN/m³. Thickness of the footing = 520 mm. Use concrete cover to bar centroid = 75 mm. Calculate the required amount of reinforcement (in mm²) parallel to the short side to be provided in the center bandwidth.
A 414 mm square interior column carries a dead load of 955 kN and a live load of 888 kN. A rectangular footing is required to carry the column loads such that the length of the long side must be equal to twice the width of the short side. Assume base of the footing is 1.3 m below the ground surface. Allowable soil bearing pressure of soil is 191 kPa. f'c = 24.8 MPa, fy = 415 MPa. Unit weight of soil = 15.40 kN/m³ and %3D unit weight of concrete = 23.5 kN/m³. Thickness of the footing = 520 mm. Use concrete cover to bar centroid = 75 mm. Calculate the required amount of reinforcement (in mm²) parallel to the short side to be provided in the center bandwidth.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Note: Avoid rounding off values in the course of solution proper as much as possible. ROUND OFF ONLY AT THE FINAL ANSWER.
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