Unit Weight of Soil under Strip Footing for General Shear Failure evaluator uses Unit Weight of Soil = (Net Ultimate BC-((Cohesion in Soil as Kilopascal*Bearing Capacity Factor dependent on Cohesion)+(Effective Surcharge in KiloPascal*(Bearing Capacity Factor dependent on Surcharge-1))))/(0.5*Width of Footing*Bearing Capacity Factor dependent on Unit Weight) to evaluate the Unit Weight of Soil, The Unit Weight of Soil under Strip Footing for General Shear Failure is defined as the value of unit weight of soil when we have prior information of other parameters used. Unit Weight of Soil is denoted by γ symbol.
How to evaluate Unit Weight of Soil under Strip Footing for General Shear Failure using this online evaluator? To use this online evaluator for Unit Weight of Soil under Strip Footing for General Shear Failure, enter Net Ultimate BC (qnu), Cohesion in Soil as Kilopascal (C), Bearing Capacity Factor dependent on Cohesion (Nc), Effective Surcharge in KiloPascal (σs), Bearing Capacity Factor dependent on Surcharge (Nq), Width of Footing (B) & Bearing Capacity Factor dependent on Unit Weight (Nγ) and hit the calculate button.