Method
Engineering stress is σ = F / A and engineering strain is ε = ΔL / L0. Dividing stress by strain gives a secant modulus for the stated measurements.
Worked example
A 10 kN force on a 100 mm² bar gives 100 MPa stress. If a 1,000 mm gauge length extends 0.5 mm, strain is 0.0005 (0.05%) and the implied secant modulus is 200 GPa.
Important limits
This is not a structural-design check. It assumes uniform axial loading and uses engineering, rather than true, stress and strain. Verify material data, yield, buckling, fatigue, connections and the applicable design code separately.
References
- NIST: deformation behavior in uniaxial tensile tests
- NIST Guide for the Use of the International System of Units
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