A rectangular footing has dimensions shown and is acted upon by a dead load of 1200 kN and a live load of 1600 kN. The column dimensions is 300x600 where the shorter dimension is parallel to B. The thickness of the footing is 500mm. f'c = 28 MPa and fy = 420 MPa for diameter 20mm bars. A = 2.4m and B = 4.2m Calculate the Following: A.) Critical Ultimate Shear Strength and Shear Force of the footing for beam shear action, kN B.) Critical wide beam nominal shear stress, MPa C.) Ultimate Shear Strength of the footing in punching shear action, kN
A rectangular footing has dimensions shown and is acted upon by a dead load of 1200 kN and a live load of 1600 kN. The column dimensions is 300x600 where the shorter dimension is parallel to B. The thickness of the footing is 500mm. f'c = 28 MPa and fy = 420 MPa for diameter 20mm bars. A = 2.4m and B = 4.2m Calculate the Following: A.) Critical Ultimate Shear Strength and Shear Force of the footing for beam shear action, kN B.) Critical wide beam nominal shear stress, MPa C.) Ultimate Shear Strength of the footing in punching shear action, kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A rectangular footing has dimensions shown and is acted upon by a dead load of 1200 kN and a live load of 1600 kN. The column dimensions is 300x600 where the shorter dimension is parallel to B. The thickness of the footing is 500mm. f'c = 28 MPa and fy = 420 MPa for diameter 20mm bars. A = 2.4m and B = 4.2m
Calculate the Following:
A.) Critical Ultimate Shear Strength and Shear Force of the footing for beam shear action, kN
B.) Critical wide beam nominal shear stress, MPa
C.) Ultimate Shear Strength of the footing in punching shear action, kN
Please answer it ASAP and correctly for upvotes.
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