Minimum Stress between Bearing Plate and Concrete Foundation evaluator uses Stress in Bearing Plate and Concrete Foundation = (Maximum Weight of Empty Vessel/Area between Bearing Plate & Concrete Foundation)-(Maximum Seismic Moment/Section Modulus of Area A) to evaluate the Stress in Bearing Plate and Concrete Foundation, The Minimum Stress between Bearing Plate and Concrete Foundation formula is a measure of the internal force per unit area that resists deformation in a material, and it can be represented by a stress tensor, which has three principal stress components that act in different directions. Stress in Bearing Plate and Concrete Foundation is denoted by fc symbol.
How to evaluate Minimum Stress between Bearing Plate and Concrete Foundation using this online evaluator? To use this online evaluator for Minimum Stress between Bearing Plate and Concrete Foundation, enter Maximum Weight of Empty Vessel (Wmin), Area between Bearing Plate & Concrete Foundation (A), Maximum Seismic Moment (Ms) & Section Modulus of Area A (Z) and hit the calculate button.