Strain in Prestressed Tendons evaluator uses Strain in Prestress Steel = Strain in Concrete+Strain Difference to evaluate the Strain in Prestress Steel, The Strain in Prestressed Tendons is defined as the ratio of change in quantity considered to original quantity. The above equation is considered for prestressing tendons. For conventional steel strain in concrete is same as that of steel. Strain in Prestress Steel is denoted by εp symbol.
How to evaluate Strain in Prestressed Tendons using this online evaluator? To use this online evaluator for Strain in Prestressed Tendons, enter Strain in Concrete (εc) & Strain Difference (Δεp) and hit the calculate button.