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Axial Deformation Calculator (PL/AE)

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Understanding the axial deformation calculator — concept and principle

This calculator predicts how much a straight bar, rod, bolt or tie stretches (or shortens) under an axial load, using the classic δ = PL/(AE) formula. It also gives the axial stress and the lateral strain, the small contraction of the cross-section that accompanies stretching. Engineers use it to check bolt stretch, the elongation of tension rods and hangers, and the stiffness of struts.

Axial deformation of a 2 m steel rod under 20 kNA 2,000 mm steel rod with 314 mm² area pulled by 20 kN stretches PL/AE = 0.637 mm. Its stress is 63.7 MPa and with Poisson’s ratio 0.3 it narrows by a lateral strain of −0.0000955.Longer and a tiny bit thinner20 kNbeforeδL 2,000 mm · A 314 mm² (Ø≈20)δ =20,000 N × 2,000314 × 200,000 MPastretch0.637 mmP×L ÷ (A×E)Stress P ÷ A63.7 MPaLateral strain −ν·ε (ν 0.3)−0.0000955
δ = PL/AE: load and length stretch it, area and stiffness resist (0.637 mm).

How it is calculated

The principle

The formula is Hooke's law applied to a whole bar. Stress σ = P/A produces strain ε = σ/E, and strain is elongation per unit length, so the total elongation is εL = PL/(AE). The product AE is the axial rigidity: doubling the area or using a material twice as stiff halves the stretch, while doubling the length doubles it. Poisson's ratio describes the sideways effect: for most metals ν is about 0.3, so the width shrinks by roughly 30% of the axial strain.

Worked example

  1. Inputs: P = 20 kN = 20,000 N, L = 2,000 mm, A = 314 mm² (about a 20 mm diameter rod), E = 200 GPa = 200,000 MPa, ν = 0.3.
  2. Elongation: 20,000 × 2,000 ÷ (314 × 200,000) = 40,000,000 ÷ 62,800,000 = 0.636943 mm.
  3. Stress: 20,000 ÷ 314 = 63.69427 MPa.
  4. Axial strain: 63.69427 ÷ 200,000 = 0.000318; lateral strain: −0.3 × 0.000318 = −0.0000955414.
How Elongation (mm) changes with Area (mm²)How Elongation changes with Area00.511.522.5378.5157236314392471628Example: 0.6369426752Area (mm²)
Each point is the calculator re-run with only “Area (mm²)” changed; the gold point is the default example. Change the inputs above and this chart follows your numbers.
Area (mm²)Elongation (mm)
78.52.547770701
1571.27388535
2360.8492569002
3140.6369426752
3920.5095541401
4710.4246284501
6280.3184713376

How to read the result

Sub-millimetre stretch is typical for steel members in service. The stress should stay well below the yield strength, otherwise the linear formula no longer applies. For a 20 mm rod the lateral strain of about −0.0000955 means the diameter shrinks by roughly 0.002 mm, usually negligible.

Common mistakes

Keep in mind: The result assumes linear-elastic material, a uniform cross-section and a load applied through the centroid. Real tension members and bolted joints must be designed to your local code and checked by a qualified engineer.

Frequently asked questions

What Poisson's ratio should I use?

About 0.3 for steel, about 0.33 for aluminium, close to 0.5 for rubber, and around 0.2 for concrete.

Does the formula work in compression?

Yes, with a negative load the bar shortens, but long slender struts may buckle first, which this formula does not check.

How does temperature change compare?

Thermal elongation is αΔTL; for steel (α ≈ 12 × 10⁻⁶ /°C) a 2 m bar grows about 0.024 mm per °C.

Sources: J. M. Gere and B. J. Goodno, Mechanics of Materials, Cengage · R. C. Hibbeler, Mechanics of Materials, Pearson

Checked 8 Nov 2026. Standard textbook formulas in SI units, computed in your browser. For learning and estimates — real designs must follow your local codes and be checked by a qualified engineer.

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