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Properties of structural steel

Basics Steel Design Reviewed 24 Oct 2026 2 min read

Structural steel is iron with a small, controlled amount of carbon (typically under a quarter of a percent for weldable grades) plus manganese and traces of other elements. That chemistry gives the combination civil engineers want: high strength, ductility, toughness and weldability. Steel is the same in tension and compression, which concrete is not, so it suits members that reverse stress, like truss diagonals and crane girders.

A tension test shows the key properties. Stress rises linearly with strain up to the yield stress fy; the slope is Young's modulus, about 200 GPa for all common grades. Mild steel then shows a yield plateau where strain grows with no extra stress, followed by strain hardening up to the ultimate tensile strength fu, and finally necking and fracture at an elongation of around 20 percent. Indian grades are named by yield strength, for example E250 and E350. Higher grades give more strength but the same stiffness, so deflection and buckling do not improve with strength.

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Diagram: Indiacon original, not to scale.

Other properties matter in specific situations. Toughness, measured by the Charpy impact test, controls brittle fracture in cold climates and thick welded plates. Fatigue strength governs bridges and crane runways. Steel loses strength above about 400 °C, so fire protection is needed. Corrosion requires painting, galvanising or weathering steel. Density is about 7 850 kg/m³, Poisson's ratio 0.3 and the coefficient of thermal expansion about 12 × 10⁻⁶ per °C.

Tip

When a beam fails a deflection check, a higher steel grade will not help; increase the second moment of area instead.

Key formulas
  • E ≈ 2 × 10⁵ MPa; G ≈ 0.77 × 10⁵ MPa; ν = 0.3
  • Density ≈ 7 850 kg/m³; α ≈ 12 × 10⁻⁶ /°C
  • Partial safety factors in IS 800: γm0 = 1.10 (yield), γm1 = 1.25 (ultimate)
  • Yield strain: εy = fy / E
Solved example

Problem. For E250 steel (fy = 250 MPa), find the yield strain and the design yield stress for members governed by yielding.

  1. εy = 250 / 200 000 = 0.00125.
  2. Design yield stress = fy / γm0 = 250 / 1.10 = 227 MPa.
  3. A 2 m bar stressed to yield extends 0.00125 × 2 000 = 2.5 mm, which shows how stiff steel is.

Answer. εy = 0.00125; design yield stress ≈ 227 MPa

Quick quiz

1Does higher-grade steel deflect less under the same load?

No. E is about the same for all grades.

2Which test measures toughness?

The Charpy impact test.

3What is the approximate density of steel?

About 7 850 kg/m³.

Code note
  • IS 800 (India): General construction in steel: limit state design of steel members and connections.
  • IS 2062 (India): Hot-rolled structural steel: grades and requirements.

Clauses and documents to read

  • IS 800:2007 cl. 2.2.4 (properties of structural steel)
  • IS 800:2007 cl. 5.4.1 (partial safety factors for materials)
  • IS 2062:2011 (hot rolled structural steel grades)

Cited by number and clause only. We do not reproduce clause text, tables or figures (BIS Act 2016, s.10(5) and s.11). Check the current edition and amendments before use.

References and further reading

Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.

  • N. Subramanian, Design of Steel Structures, Oxford University Press, latest edition.
  • C. G. Salmon, J. E. Johnson, F. A. Malhas, Steel Structures: Design and Behavior, Pearson, 5th edition.
  • W. T. Segui, Steel Design, Cengage, latest edition.

Free and official sources

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