Minimum Bearing Pressure for Eccentric Loading Conventional Case evaluator uses Bearing Pressure Minimum = (Axial Load on Soil/(Breadth of Dam*Length of Footing))*(1-((6*Eccentricity of the Load on Soil)/Breadth of Dam)) to evaluate the Bearing Pressure Minimum, The Minimum Bearing Pressure for Eccentric Loading Conventional Case formula is defined as the minimum average contact pressure between the foundation and the soil. Bearing Pressure Minimum is denoted by qmin symbol.
How to evaluate Minimum Bearing Pressure for Eccentric Loading Conventional Case using this online evaluator? To use this online evaluator for Minimum Bearing Pressure for Eccentric Loading Conventional Case, enter Axial Load on Soil (P), Breadth of Dam (b), Length of Footing (L) & Eccentricity of the Load on Soil (eload) and hit the calculate button.