Standards·16 min read·

EN 10025: Structural Steel Grades S235 to S460 — Complete Specification Guide

Quick Answer

Quick Answer

EN 10025 is the primary European standard for hot-rolled structural steel products. It covers six parts: non-alloy (Part 2), normalized fine grain (Part 3), thermo-mechanical fine grain (Part 4), weathering (Part 5), and quenched & tempered (Part 6). Grades range from S235 to S460 with sub-grades JR/J0/J2/K2/N/NL/M/ML/Q/QL/QL1 indicating impact energy class and treatment.

EN 10025 is published by CEN (Comité Européen de Normalisation) and forms the backbone of structural steel specification across Europe and many international markets. The standard governs hot-rolled flat and long products — plate, strip, sheet, wide flats, sections, and bars — intended for structural use. It is divided into six parts, each covering a distinct metallurgical family, and is mandatory for CE marking of structural steelwork fabricated to EN 1090. The "S" designation denotes structural steel, and the number following indicates the minimum upper yield strength in MPa for material up to 16 mm thick.


Scope and Applicability

EN 10025 applies to hot-rolled flat and long products (plate, strip, sheet, sections, bars) for structural use. The standard is published by CEN (Comité Européen de Normalisation) and is mandatory for CE marking of structural steelwork under EN 1090.

The six parts of the standard cover:

  • Part 1: General technical delivery conditions (common to all parts)
  • Part 2: Technical delivery conditions for non-alloy structural steels
  • Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels
  • Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels
  • Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance (weathering steels)
  • Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition

Grade Coverage

All grades across all 6 parts are listed below. Sub-grade suffixes indicate impact energy class and heat treatment condition.

PartGradeSub-gradesDelivery ConditionNotes
Part 2S235JR, J0, J2AR or NNon-alloy
Part 2S275JR, J0, J2AR or NNon-alloy
Part 2S355JR, J0, J2, K2AR or NNon-alloy
Part 2S450J0AR or NNon-alloy
Part 3S275NN, NLNNormalized fine grain
Part 3S355NN, NLNNormalized fine grain
Part 3S420NN, NLNNormalized fine grain
Part 3S460NN, NLNNormalized fine grain
Part 4S275MM, MLTMThermo-mechanical
Part 4S355MM, MLTMThermo-mechanical
Part 4S420MM, MLTMThermo-mechanical
Part 4S460MM, MLTMThermo-mechanical
Part 5S235WWAR or NWeathering
Part 5S355WWAR or NWeathering
Part 5S355WPWPAR or NWeathering, piling
Part 6S460QQ, QL, QL1Q+TQuenched & tempered

Sub-grade suffix meanings: JR = 27J at +20°C; J0 = 27J at 0°C; J2 = 27J at −20°C; K2 = 40J at −20°C; N/NL = normalized (NL = −50°C); M/ML = thermo-mechanical (ML = −50°C); Q/QL/QL1 = quenched & tempered (QL = −40°C, QL1 = −60°C).


Chemical Composition Requirements

Part 2: Non-Alloy Structural Steel (Heat analysis, ladle)

All values wt% maximum unless a range is stated. C, Mn, Si values vary by thickness (shown for ≤16 mm and >40 mm where significant).

GradeC max (≤16mm)C max (>40mm)Mn maxSi maxP maxS maxN maxCu max
S235JR0.170.201.400.0350.0350.012
S235J00.170.171.400.0300.0300.012
S235J20.170.171.400.0250.025
S275JR0.210.221.500.0350.0350.012
S275J00.180.201.500.0300.0300.012
S275J20.180.201.500.0250.025
S355JR0.240.241.600.550.0350.0350.012
S355J00.200.221.600.550.0300.0300.012
S355J20.200.221.600.550.0250.025
S355K20.200.221.600.550.0250.025
S450J00.201.700.600.0300.0250.025

CEV (carbon equivalent, IIW formula): CEV = C + Mn/6 + (Cr+Mo+V)/5 + (Ni+Cu)/15. For S355JR (≤16mm), CEV max = 0.45.

Part 3: Normalized / Normalized Rolled Fine Grain

| Grade | C max | Si max | Mn max | P max | S max | Al min | Nb max | V max | Ti max | N max | CEV max | |---|---|---|---|---|---|---|---|---|---|---|---|---| | S275N | 0.18 | 0.50 | 1.50 | 0.030 | 0.025 | 0.020 | 0.05 | 0.12 | 0.05 | 0.015 | 0.40 | | S275NL | 0.18 | 0.50 | 1.50 | 0.025 | 0.020 | 0.020 | 0.05 | 0.12 | 0.05 | 0.015 | 0.40 | | S355N | 0.20 | 0.50 | 1.65 | 0.030 | 0.025 | 0.020 | 0.05 | 0.12 | 0.05 | 0.015 | 0.43 | | S355NL | 0.20 | 0.50 | 1.65 | 0.025 | 0.020 | 0.020 | 0.05 | 0.12 | 0.05 | 0.015 | 0.43 | | S420N | 0.20 | 0.50 | 1.70 | 0.030 | 0.025 | 0.020 | 0.05 | 0.12 | 0.05 | 0.015 | 0.45 | | S420NL | 0.20 | 0.50 | 1.70 | 0.025 | 0.020 | 0.020 | 0.05 | 0.12 | 0.05 | 0.015 | 0.45 | | S460N | 0.20 | 0.60 | 1.70 | 0.030 | 0.025 | 0.020 | 0.05 | 0.12 | 0.05 | 0.025 | 0.47 | | S460NL | 0.20 | 0.60 | 1.70 | 0.025 | 0.020 | 0.020 | 0.05 | 0.12 | 0.05 | 0.025 | 0.47 |

Part 4: Thermo-Mechanical Rolled Fine Grain

| Grade | C max | Si max | Mn max | P max | S max | Al min | Nb max | V max | Ti max | N max | Pcm max | |---|---|---|---|---|---|---|---|---|---|---|---|---| | S275M | 0.16 | 0.50 | 1.50 | 0.030 | 0.025 | 0.015 | 0.05 | 0.06 | 0.05 | 0.015 | 0.25 | | S275ML | 0.16 | 0.50 | 1.50 | 0.025 | 0.020 | 0.015 | 0.05 | 0.06 | 0.05 | 0.015 | 0.25 | | S355M | 0.16 | 0.50 | 1.65 | 0.030 | 0.025 | 0.015 | 0.05 | 0.06 | 0.05 | 0.015 | 0.25 | | S355ML | 0.16 | 0.50 | 1.65 | 0.025 | 0.020 | 0.015 | 0.05 | 0.06 | 0.05 | 0.015 | 0.25 | | S420M | 0.16 | 0.50 | 1.70 | 0.030 | 0.025 | 0.015 | 0.05 | 0.09 | 0.05 | 0.015 | 0.25 | | S420ML | 0.16 | 0.50 | 1.70 | 0.025 | 0.020 | 0.015 | 0.05 | 0.09 | 0.05 | 0.015 | 0.25 | | S460M | 0.16 | 0.60 | 1.70 | 0.030 | 0.025 | 0.015 | 0.05 | 0.10 | 0.05 | 0.025 | 0.25 | | S460ML | 0.16 | 0.60 | 1.70 | 0.025 | 0.020 | 0.015 | 0.05 | 0.10 | 0.05 | 0.025 | 0.25 |

Pcm = C + Si/30 + (Mn+Cu+Cr)/20 + Ni/60 + Mo/15 + V/10 + 5B

Part 5: Weathering Steel

GradeC maxSi maxMn maxP maxS maxCu minCr minNi max
S235W0.130.400.600.0900.0300.250.40
S355W0.160.500.50–1.500.0400.0300.250.40
S355WP0.120.750.20–0.750.060–0.1500.0300.25–0.550.30–1.25

Part 6: Quenched and Tempered

| Grade | C max | Si max | Mn max | P max | S max | Al min | Cr max | Ni max | Mo max | V max | B max | |---|---|---|---|---|---|---|---|---|---|---|---|---| | S460Q | 0.20 | 0.80 | 1.70 | 0.025 | 0.015 | 0.015 | 1.50 | 2.00 | 0.70 | 0.12 | 0.005 | | S460QL | 0.20 | 0.80 | 1.70 | 0.020 | 0.010 | 0.015 | 1.50 | 2.00 | 0.70 | 0.12 | 0.005 | | S460QL1 | 0.20 | 0.80 | 1.70 | 0.020 | 0.010 | 0.015 | 1.50 | 2.00 | 0.70 | 0.12 | 0.005 |


Mechanical Properties

ReH = minimum upper yield strength (MPa); Rm = tensile strength range (MPa); A = minimum elongation % (gauge length L0 = 5.65√S0).

Part 2 — by Nominal Thickness

Grade≤16mm ReH16–40mm ReH40–63mm ReH63–80mm ReH80–100mm ReH100–150mm ReHRm (≤16mm)A min%
S235235225215215215195360–51026
S275275265255245235225430–58023
S355355345335325315295510–68022
S450450430410390380550–72017

Part 3 — Normalized Fine Grain

Grade≤16mm ReH16–40mm ReH40–63mm ReH63–80mm ReH80–100mm ReHRm (≤16mm)A min%
S275N/NL275265255245235370–53024
S355N/NL355345335325315470–63022
S420N/NL420400390370360520–68019
S460N/NL460440430410400540–72017

Part 4 — Thermo-Mechanical Fine Grain

Grade≤16mm ReH16–40mm ReH40–63mm ReH63–80mm ReH80–100mm ReHRm (≤16mm)A min%
S275M/ML275265255245235360–51024
S355M/ML355345335325315450–61022
S420M/ML420400390370360500–66019
S460M/ML460440430410400530–72017

Part 5 — Weathering

Grade≤16mm ReH16–40mm ReH40–63mm ReHRmA min%
S235W235225215360–51026
S355W355345335510–68022
S355WP355345490–64022

Part 6 — Quenched & Tempered

Grade≤50mm ReH50–100mm ReH100–150mm ReHRm (≤50mm)A min%
S460Q460440400550–72017
S460QL460440400550–72017
S460QL1460440400550–72017

Impact Test Requirements

Charpy V-notch tests per EN ISO 148-1. Longitudinal specimens (transverse where specified).

Sub-grade suffixTemperatureMinimum energy (longitudinal)Notes
JR+20°C27 JPart 2 only
J00°C27 JParts 2 & 5
J2−20°C27 JParts 2 & 5
K2−20°C40 JPart 2, S355K2 only
N−20°C27 JPart 3
NL−50°C27 JPart 3
M−20°C27 JPart 4
ML−50°C27 JPart 4
W0°C27 JPart 5 (S355W)
Q−20°C30 JPart 6
QL−40°C30 JPart 6
QL1−60°C27 JPart 6

Test frequency: one set of 3 specimens per 40 t for plates; one set per rolled length for long products unless agreed otherwise.


Additional Tests and Requirements

  • CE Marking: EN 10025 is harmonized under EU Construction Products Regulation (CPR 305/2011). Products must be CE-marked with DoP (Declaration of Performance) referencing EN 10025.
  • Inspection: Type 3.1 MTC per EN 10204 is standard; Type 3.2 by arrangement.
  • Tolerances: Dimensional tolerances per EN 10029 (plate), EN 10051 (strip), EN 10034/10055/10056/10058/10059/10060/10061 (sections).
  • Weldability: All grades are considered weldable with appropriate procedure. CEV or Pcm limits ensure this. Preheating recommendations in EN 1011-2.
  • Through-thickness properties: Z-quality (Z15, Z25, Z35) per EN 10164 available on request.
  • Surface quality: Class A (normal), Class B (improved), Class C (special) per EN 10163.

Cross-Standard Equivalents

EN 10025 GradeASTM EquivalentIS EquivalentJIS EquivalentGB Equivalent
S235JRA36E250 (Fe 410W)SS400Q235B
S275JRA572 Grade 42E275 (Fe 430W)SM400AQ275
S355JRA572 Grade 50 / A709 Grade 50E350 (Fe 490W)SM490AQ355B
S355J2A572 Grade 50E350SM490BQ355C
S355K2A572 Grade 50E350SM490CQ355D
S420NA572 Grade 60E410Q420C
S460NA572 Grade 65E450SM570Q460C
S460MA514 (approx)Q460E
S460QA514 Grade B/QQ460E

Equivalencies are approximate. Verify chemical composition and mechanical properties against each standard before substitution.


MTC Verification Checklist

When verifying an EN 10025 Mill Test Certificate, confirm:

  • Standard designation (e.g., EN 10025-2) and grade (e.g., S355J2) match the purchase order
  • Heat number (melt number) is stated and traceable to physical markings
  • Chemical analysis (ladle) values are within limits for the specified grade and part
  • CEV or Pcm is calculated and within the standard limit
  • Yield strength (ReH), tensile strength (Rm), and elongation (A) meet minimums for the declared thickness range
  • Charpy impact energy (KV in Joules) and test temperature match the sub-grade suffix (e.g., J2 = −20°C, 27 J min)
  • Delivery condition stated: AR, N, TM, or Q+T as appropriate for the part
  • CE marking reference and DoP number (for construction products)
  • EN 10204 inspection document type and signatory

Frequently Asked Questions

What is the difference between S355JR, S355J0, and S355J2?

All three are the same base grade (yield strength 355 MPa minimum for thickness ≤16 mm) but with different impact test temperatures. S355JR guarantees 27 J at +20°C; S355J0 guarantees 27 J at 0°C; S355J2 guarantees 27 J at −20°C. For structures in cold climates, J2 or better is typically specified. S355K2 upgrades the impact energy to 40 J at −20°C.

What is the difference between S355N and S355M?

Both have the same yield and tensile strength requirements, but they differ in how the steel is processed. S355N is normalized or normalized-rolled, while S355M is thermo-mechanically rolled (TMCP). The TM process allows lower carbon content (C max 0.16% vs 0.20%), resulting in better weldability (lower Pcm). TM steel cannot be re-normalized without losing its properties; N steel can be re-heated.

Is S355 equivalent to ASTM A572 Grade 50?

S355 is approximately equivalent to A572 Grade 50 in yield and tensile strength, but they are not identical. S355 requires minimum yield of 355 MPa (51 ksi) while Grade 50 requires 345 MPa (50 ksi). Chemical composition limits and impact test requirements also differ. Direct substitution requires engineering review and may need additional certification.

What does the CEV limit mean on an EN 10025 MTC?

CEV (Carbon Equivalent Value) using the IIW formula (C + Mn/6 + (Cr+Mo+V)/5 + (Ni+Cu)/15) is a measure of weldability. Higher CEV means greater risk of hydrogen-induced cold cracking during welding, requiring preheating. EN 10025 specifies maximum CEV limits per grade and thickness. Verify that the MTC-reported CEV does not exceed the standard's limit for the supplied thickness.

Does EN 10025 require CE marking?

Yes. EN 10025 is a harmonized European standard under the Construction Products Regulation (EU) No 305/2011. Structural steel products supplied under EN 10025 for use in construction works in the EEA must carry CE marking, accompanied by a Declaration of Performance (DoP) referencing EN 10025.

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