Allowable Bearing Stress on Concrete when Less than Full Area Used for Support evaluator uses Allowable Bearing Stress = 0.35*Specified Compressive Strength of Concrete*sqrt(Area required by Bearing Plate/Full Cross Sectional Area of Concrete Support) to evaluate the Allowable Bearing Stress, The Allowable Bearing Stress on Concrete when Less Than Full Area Used for Support formula is defined as the relation between the parameter compressive strength and area of both bearing plate and concrete support. Allowable Bearing Stress is denoted by Fp symbol.
How to evaluate Allowable Bearing Stress on Concrete when Less than Full Area Used for Support using this online evaluator? To use this online evaluator for Allowable Bearing Stress on Concrete when Less than Full Area Used for Support, enter Specified Compressive Strength of Concrete (fc'), Area required by Bearing Plate (A1) & Full Cross Sectional Area of Concrete Support (A2) and hit the calculate button.