Stress and Strain (Young's Modulus) Calculator

This calculator works out tensile stress, tensile strain, and Young's modulus for any solid material under load, the three quantities engineers and materials science students use to gauge how stiff a material is and how much it stretches or compresses under a given force. You enter the applied force in newtons, the cross-sectional area (with a helper to convert from square millimetres or square centimetres into square metres), the original length, and the extension or compression it undergoes, or you can pick a common material preset such as steel, aluminium, copper, concrete, timber, glass or rubber and the calculator fills in a matching extension for you. It returns three headline results, tensile stress (force divided by area), tensile strain (extension divided by original length), and Young's modulus (stress divided by strain), plus a full calculation breakdown, a material comparison showing your closest common material and the stress in megapascals, and a note on whether you are still within the elastic region. The underlying formulae, stress equals force over area, strain equals extension over original length, and Young's modulus equals stress over strain, only hold true within a material's linear elastic region, so read the result alongside that note. Because real materials vary with temperature, moisture, alloy and manufacturing process, treat the output as an indicative engineering estimate, not a substitute for laboratory testing or a qualified structural engineer's sign-off.

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Standard method  Hooke's Law in the linear elastic region (ISO 6892-1, ASTM E111).

1. Applied Load

N

2. Material Dimensions

m
m
Please enter positive numbers in all fields.

Results

Tensile Stress (σ)
500.000 MPa
F / A = 50,000 / 1.000e-4
Tensile Strain (ε)
0.002500
δL / L₀ (dimensionless)
Young's Modulus (E)
200.00 GPa
σ / ε

Calculation Breakdown

Applied force (F)50,000 N
Cross-sectional area (A)1.0000e-4 m2
Stress = F / A500.000 MPa
Original length (L₀)1 m
Extension (δL)0.0025 m (2.5000 mm)
Strain = δL / L₀0.00250000
Young's Modulus (E)200.00 GPa

Material Comparison

Your E value200.00 GPa
Closest common materialSteel (~200 GPa)
Stress in MPa500.00 MPa
Strain as percentage0.2500%
Extension per metre2.5000 mm per metre of length
Elastic region noteMay exceed yield strength; verify elastic limit

Formulae used:

σ = F / A

ε = δL / L₀

E = σ / ε = (F × L₀) / (A × δL)

Result: Enter values above to see your result.

What Are Stress, Strain, and Young's Modulus?

When a force is applied to a solid object, two things happen simultaneously: the material develops an internal resistance (stress) and it changes shape (strain). Understanding these quantities is fundamental to mechanical and structural engineering, materials science, and physics.

Stress (sigma, σ) measures how much force acts on each square metre of cross-section inside the material. Strain (epsilon, ε) measures how much the material deforms relative to its original size. Young's modulus (E) is the ratio of stress to strain and is a fixed property of the material that describes its stiffness. A high Young's modulus means the material is stiff (like steel); a low value means it deforms easily under load (like rubber).

The Formulas

All three quantities are linked by simple relationships that hold in the elastic (linear) region:

These relationships hold only in the elastic region, below the yield (elastic limit) of the material. Beyond the yield point, the relationship becomes non-linear and permanent deformation occurs.

Worked Example

A steel rod has a cross-sectional area of 1 cm² (0.0001 m²) and an original length of 1 metre. A tensile force of 50,000 N is applied. The rod extends by 2.5 mm (0.0025 m).

This matches the accepted Young's modulus for structural steel (approximately 200 to 210 GPa), confirming the rod is within its elastic range.

Young's Modulus for Common Materials

MaterialYoung's Modulus (GPa)Notes
Diamond1,000Stiffest known natural material
Steel (structural)190 to 210Standard value 200 GPa
Stainless steel193 to 200Similar to carbon steel
Titanium116High strength-to-weight ratio
Copper110 to 128Standard value 110 GPa
Brass100 to 125Varies by alloy
Aluminium alloy68 to 72Standard value 69 GPa
Glass (soda-lime)65 to 72Standard value 70 GPa
Concrete25 to 35Depends on mix and curing
Timber / Pine (parallel to grain)9 to 14Highly variable; moisture affects value
High-density polyethylene (HDPE)0.7 to 1.4Common engineering plastic
Rubber (natural)0.01 to 0.1Non-linear; this is the small-strain value

Units and Conversions

Stress and Young's modulus are measured in pascals (Pa). For practical engineering use:

Cross-sectional areas: 1 cm² = 0.0001 m²; 1 mm² = 0.000001 m². Use the area unit helper in the calculator to avoid conversion errors.

Hooke's Law and the Elastic Region

These formulas apply only while the material obeys Hooke's Law, meaning stress and strain are proportional. In this linear elastic region, removing the load returns the material to its original dimensions. When stress exceeds the yield strength, the material enters the plastic region and permanent deformation occurs. Young's modulus is not valid beyond the yield point. Engineers typically design structural members so that working stress is no more than one-half to one-third of the yield strength, providing a safety factor.

Related Calculators

Method and sources: Formulae derived from Hooke's Law for elastic deformation: σ = F/A, ε = δL/L₀, E = σ/ε. Material Young's modulus values from Callister & Rethwisch, Materials Science and Engineering: An Introduction (10th ed.) and ASM International Material Property Data. ISO 6892-1:2019 (tensile testing of metallic materials). ASTM E111-17 (Young's modulus measurement).

This calculator is for educational and indicative engineering purposes only. Results assume isotropic, homogeneous material in the linear elastic region. Real materials may be anisotropic (such as timber or composites), and Young's modulus values vary with temperature, moisture content, manufacturing process, and alloy composition. Do not use these results as the sole basis for structural design. Consult a qualified structural or mechanical engineer for design work.