Bearing Capacity Factor Dependent on Unit Weight for Strip Footing evaluator uses Bearing Capacity Factor dependent on Unit Weight = (Ultimate Bearing Capacity in Soil-(Effective Surcharge in KiloPascal*Bearing Capacity Factor dependent on Surcharge))/(0.5*Unit Weight of Soil*Width of Footing) to evaluate the Bearing Capacity Factor dependent on Unit Weight, The Bearing Capacity Factor Dependent on Unit Weight for Strip Footing is defined as the value of bearing capacity factor dependent on the unit weight when we have prior information of other parameters used. Bearing Capacity Factor dependent on Unit Weight is denoted by Nγ symbol.
How to evaluate Bearing Capacity Factor Dependent on Unit Weight for Strip Footing using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Unit Weight for Strip Footing, enter Ultimate Bearing Capacity in Soil (qfc), Effective Surcharge in KiloPascal (σs), Bearing Capacity Factor dependent on Surcharge (Nq), Unit Weight of Soil (γ) & Width of Footing (B) and hit the calculate button.