A square tied column, 450 mm on all sides, supports an ultimate load of 1780 kN. The column was then supported by a square footing whose base is 150 cm below the ground surface. Assume that the weight of concrete is 24 kN/cu.m and soil to be 18 kN/cu.m. If the total depth of the footing is 600 mm and 100 mm for its steel covering, what is the moment at critical section? (Assume wide-beam shear stress and punching shear stress to be safe for the given footing.)
A square tied column, 450 mm on all sides, supports an ultimate load of 1780 kN. The column was then supported by a square footing whose base is 150 cm below the ground surface. Assume that the weight of concrete is 24 kN/cu.m and soil to be 18 kN/cu.m. If the total depth of the footing is 600 mm and 100 mm for its steel covering, what is the moment at critical section? (Assume wide-beam shear stress and punching shear stress to be safe for the given footing.)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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