Bearing capacity for Local Shear Failure given Depth of Footing evaluator uses Ultimate Bearing Capacity = ((2/3)*Cohesion of Soil*Bearing Capacity Factor dependent on Cohesion)+((Unit Weight of Soil*Depth of Footing)*Bearing Capacity Factor dependent on Surcharge)+(0.5*Unit Weight of Soil*Width of Footing*Bearing Capacity Factor dependent on Unit Weight) to evaluate the Ultimate Bearing Capacity, The Bearing capacity for Local Shear Failure given Depth of Footing is defined as local shear failure occurs when a foundation's depth is insufficient, causing soil shear failure beneath the footing. Ultimate Bearing Capacity is denoted by qf symbol.
How to evaluate Bearing capacity for Local Shear Failure given Depth of Footing using this online evaluator? To use this online evaluator for Bearing capacity for Local Shear Failure given Depth of Footing, enter Cohesion of Soil (Cs), Bearing Capacity Factor dependent on Cohesion (Nc), Unit Weight of Soil (γ), Depth of Footing (D), Bearing Capacity Factor dependent on Surcharge (Nq), Width of Footing (B) & Bearing Capacity Factor dependent on Unit Weight (Nγ) and hit the calculate button.