Steel · Structural steel · isotropic

S275

EN 10025-2 · hot rolled, non-alloy

S275 is a structural steel to EN 10025-2. Its minimum yield strength is 275 MPa up to 16 mm thick and falls in steps to 225 MPa at 100–150 mm. E = 210 GPa, ν = 0.3 and α = 12 × 10⁻⁶/K (design values).

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E · Young's modulus 210GPa design[1]
ν · Poisson's ratio 0.3– design[1]
f_y · Yield strength (R_eH / R_p0.2) 275MPa min[2]t ≤ 16 mm
f_u · Tensile strength (R_m) 410MPa min[2]t ≤ 100 mm
ρ · Density 7850kg/m³ design[3]
α · Coefficient of thermal expansion 1210⁻⁶/K design[1]
λ · Thermal conductivity 53.33W/(m·K) derived[3]
c_p · Specific heat capacity 439.8J/(kg·K) derived[3]

Elastic constants

isotropic
SymbolPropertyValueUnitBasisRef.
E Young's modulus 210 GPa design [1]
G Shear modulus ⓘ EN 1993-1-1 3.2.6: G = E/(2(1 + ν)) ≈ 81 000 MPa 81 GPa design [1]
ν Poisson's ratio 0.3 – design [1]
K Bulk modulus K = E / 3(1 − 2ν) 175 GPa derived —
λ_L Lamé constant λ_L = Eν / (1 + ν)(1 − 2ν) 121.2 GPa derived —
c₀ Bar wave speed c₀ = √(E/ρ) 5172 m/s derived —

Physical, thermal and electrical

at 20 °C
SymbolPropertyValueUnitBasisRef.
α Coefficient of thermal expansion ⓘ up to 100 °C 12 10⁻⁶/K design [1]
ρ Density ⓘ independent of temperature (EN 1993-1-2 3.2.2) 7850 kg/m³ design [3]
λ Thermal conductivity ⓘ λ_a = 54 − 3.33×10⁻²·θ at θ = 20 °C 53.33 W/(m·K) derived [3]
c_p Specific heat capacity ⓘ c_a = 425 + 0.773θ − 1.69×10⁻³θ² + 2.22×10⁻⁶θ³ at θ = 20 °C 439.8 J/(kg·K) derived [3]
a Thermal diffusivity a = λ / (ρ·c_p) 15.45 mm²/s derived —

Strength

a band applies up to and including its upper limit
16406380100150 220230240250260270280
f_y [MPa] · t [mm]
Propertyt ≤ 1616–4040–6363–8080–100100–150BasisRef.
f_y Yield strength (R_eH / R_p0.2) MPa275265255245235225min[2]
f_u Tensile strength (R_m) MPa410410410410410400min[2]
f_u,max Tensile strength, upper limit MPa560560560560560540min[2]
f_y (T3.1) Yield strength, EN 1993-1-1 Table 3.1 MPa275275255255——nominal[1]
f_u (T3.1) Tensile strength, EN 1993-1-1 Table 3.1 MPa430430410410——nominal[1]
SymbolPropertyValue at t = 16 mmUnitBasisRef.
f_y Yield strength (R_eH / R_p0.2) ⓘ R_eH, minimum, by nominal thickness 275 MPa min [2]
f_u Tensile strength (R_m) ⓘ R_m lower limit; the 100 mm band starts at 3 mm 410 MPa min [2]
f_u,max Tensile strength, upper limit ⓘ R_m upper limit of the range 560 MPa min [2]
f_y (T3.1) Yield strength, EN 1993-1-1 Table 3.1 275 MPa nominal [1]
f_u (T3.1) Tensile strength, EN 1993-1-1 Table 3.1 430 MPa nominal [1]

Properties against temperature

20–1200 °C

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Nonlinear material models

for FE analysis

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Fatigue strength curves

direct stress ranges

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Notes

  • EN 1993-1-1 3.2.1 lets the design take f_y = R_eH and f_u = R_m,min from EN 10025-2, or the simplified values of its Table 3.1; the National Annex may choose.

Sources

every value names one
  1. EN 1993-1-1:2005, Eurocode 3 — Design of steel structures — General rules, 3.2.6 and Table 3.1Copies checked: 1
  2. EN 10025-2:2019, Hot rolled products of structural steels — Part 2: non-alloy structural steelsCopies checked: 1
  3. EN 1993-1-2:2005, Eurocode 3 — Structural fire design, 3.2.1 (Table 3.1), 3.2.2 (Figure 3.1) and 3.4.1 (thermal properties of steel)Copies checked: 1, 2, 3

min product standard minimum char characteristic design code value for design typical datasheet or textbook derived worked out here, formula shown

Cite this page

for reports and papers

BadgerMecX Materials (2026). S275 — material properties, EN 10025-2. Library v1.1.0, record steel-s275. https://badgermecx.com/materials/steel-s275/ (accessed 2026-10-08).

@misc{badgermecx_steels275,
  title  = {S275 -- material properties, EN 10025-2},
  author = {{BadgerMecX Materials}},
  year   = {2026},
  note   = {Library v1.1.0, record steel-s275},
  url    = {https://badgermecx.com/materials/steel-s275/}
}

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