engineering recuitment APSC AE Civil 2020 Test Series Soil Mechanics and Foundation Engineering Bearing Capacity Shallow Foundation
Ultimate bearing capacity (qf) of a square footing 2.5 m wide resting at 1.5 m depth in a sandy soil having unit weight γ = 18 kN/m3, Nq = 33, Nγ = 48, using factor of safety as 3, will be
1
487 kN/m2
2
585 kN/m2
3
741 kN/m2
4
512 kN/m2