A square footing 2.1 m x 2.1 m x 0.27 m thick supports a rectangular column 350mm x 250 mm at its center. Given that: fy = 420 MPa and f’c = 21 MPa and concrete cover to the centroid of steel reinforcement = 100 mm. Use reduction factor for shear 0.75. Determine the maximum nominal load (kN) the footing can sustain based on one way shear.
A square footing 2.1 m x 2.1 m x 0.27 m thick supports a rectangular column 350mm x 250 mm at its center. Given that: fy = 420 MPa and f’c = 21 MPa and concrete cover to the centroid of steel reinforcement = 100 mm. Use reduction factor for shear 0.75. Determine the maximum nominal load (kN) the footing can sustain based on one way shear.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A square footing 2.1 m x 2.1 m x 0.27 m thick supports a rectangular column 350mm x 250 mm at its center. Given that: fy = 420 MPa and f’c = 21 MPa and concrete cover to the centroid of steel reinforcement = 100 mm. Use reduction factor for shear 0.75. Determine the maximum nominal load (kN) the footing can sustain based on one way shear.
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