Distance from Neutral Axis to Compressive Reinforcing Steel evaluator uses Distance Neutral to Compressive Reinforcing Steel = Unit Stress in Compressive Reinforcing Steel*Moment of Inertia of Beam/(2*Elasticity Ratio of Steel to Concrete*Bending Moment of Considered Section) to evaluate the Distance Neutral to Compressive Reinforcing Steel, The Distance from Neutral Axis to Compressive Reinforcing Steel formula is defined as the distance in between the neutral axis to the compressive reinforcing steel. Distance Neutral to Compressive Reinforcing Steel is denoted by csc symbol.
How to evaluate Distance from Neutral Axis to Compressive Reinforcing Steel using this online evaluator? To use this online evaluator for Distance from Neutral Axis to Compressive Reinforcing Steel, enter Unit Stress in Compressive Reinforcing Steel (fsc), Moment of Inertia of Beam (IA), Elasticity Ratio of Steel to Concrete (n) & Bending Moment of Considered Section (BM) and hit the calculate button.