

EN 10162 is a European standard that specifies dimensional and mass tolerances for cold-rolled steel sections produced from flat products by continuous bending (roll forming). The standard applies to open profiles and split tubes whose cross-sections are formed without welding along the longitudinal seam, using cold-rolled strip as feedstock. EN 10162 does not define mechanical properties or steel chemistry; those requirements are taken from referenced material standards such as EN 10025, EN 10142, and EN 10147.
For roll forming manufacturers and their customers, EN 10162 provides a common language for specifying profile geometry, agreeing on acceptable deviation from nominal dimensions, and resolving disputes over dimensional conformity. The standard was first published in 1995 and remains the primary European reference for tolerance specification on roll-formed light-gauge structural and non-structural profiles used in building frames, cladding support systems, racking, and industrial equipment.
EN 10162 covers sections manufactured by roll forming from cold-rolled flat products with thickness typically in the range of 0.35 mm to 4.0 mm, although the standard itself does not set a thickness limit — thickness is governed by the referenced steel grade standard. The profile families explicitly addressed include angle sections (L), channel sections (U), C-sections, Z-sections, Omega profiles, and split tubes (open seam tubes formed from a single strip and not longitudinally welded).
| Profile | Cross-Section Shape | Typical Roll Forming Use | Common Depth Range (mm) |
|---|---|---|---|
| L (angle) | Equal or unequal legs, 90° bend | Trim, brackets, light framing | 20–100 |
| U (channel) | Parallel flanges, open on one side | Tracks, guides, cable trays | 40–300 |
| C-section | Flanges with lips, open web | Purlins, girts, wall studs | 100–400 |
| Z-section | Offset flanges for lapping | Roof purlins, floor joists | 150–350 |
| Omega | Trapezoidal web with inward lips | Drywall studs, ceiling grids | 45–150 |
| Split tube | Closed profile, seam not welded | Conduit, furniture, display | 20–80 (diameter) |
The standard applies exclusively to sections formed by progressive bending of strip through a series of contoured rollers. Each pass incrementally changes the bend angle until the final profile shape is achieved. Sections produced by other cold-forming methods — drawing, pressing, folding, or brake forming — fall outside the scope of EN 10162 and are covered by separate standards or bilateral agreements between supplier and purchaser.
EN 10162 references material standards for the base steel from which sections are formed. The mechanical properties, chemical composition, and coating requirements of the finished section depend on the grade specified in the order, not on EN 10162 itself.
| Standard | Material Type | Typical Grades | Yield Strength Range |
|---|---|---|---|
| EN 10025 | Hot-rolled structural steel (also cold-formed applications) | S235, S275, S355 | 235–355 MPa |
| EN 10142 | Continuously hot-dip zinc coated low carbon steel | Fe P02 G, Fe P04 G | 140–260 MPa |
| EN 10147 | Continuously hot-dip zinc coated structural steel | S220GD, S250GD, S280GD, S320GD, S350GD | 220–350 MPa |
| EN 10130 | Cold-rolled flat products for cold forming | DC01–DC07 | 140–400 MPa |
| EN 10346 | Continuously hot-dip coated flat products (current) | DX51D–DX54D, S220GD–S550GD | 140–550 MPa |
When ordering roll-formed sections, the purchaser specifies both the profile designation per EN 10162 and the steel grade per the applicable material standard. For example, a C-section purlin might be ordered as a 200×75×20×2.0 mm profile in grade S350GD+Z275 per EN 10346, with tolerances per EN 10162.
EN 10162 distinguishes between standard sections and special sections. Standard sections follow predefined dimensional tables within the standard, with fixed tolerance values for leg length, flange width, web depth, lip length, and thickness. Special sections are profiles that deviate from the standard tables — custom geometries designed for a specific application — and require individually agreed tolerances between manufacturer and purchaser.
| Aspect | Standard Section | Special Section |
|---|---|---|
| Geometry | Defined in EN 10162 tables or manufacturer catalog matching standard ranges | Custom profile; not listed in standard tables |
| Tolerances | Fixed values from EN 10162 (typically ±1.0 to ±2.0 mm on leg dimensions) | Agreed bilaterally; may reference EN 10162 as baseline |
| Tooling | Existing roll sets; lower setup cost | Dedicated roll tooling required; higher initial cost |
| Inspection | Standard gauge checks per EN 10162 | Custom inspection plan; first-article approval typical |
| Lead profile | C, Z, U, L, Omega from standard catalogs | Proprietary cladding profiles, custom rack beams, specialty channels |
EN 10162 defines tolerance classes that control the precision of leg lengths, angles, straightness, twist, and mass per unit length. Class 1 represents the tightest tolerances and is specified for precision applications such as racking systems and automated assembly lines. Class 2 is the normal commercial tolerance and applies to the majority of building and industrial profiles. The selected class must be stated in the order document alongside the profile designation.
The designation of a cold-rolled steel section per EN 10162 follows a structured format that identifies the profile type, key dimensions, steel grade, coating (if applicable), and tolerance class. While the exact syntax varies slightly between manufacturers, the underlying logic is consistent across European supply chains.
| Component | Description | Example | Notes |
|---|---|---|---|
| Profile type | Letter code: L, U, C, Z, Omega, ST (split tube) | C | Identifies cross-section family |
| Dimensions | Depth × flange × lip × thickness (mm) | 200×75×20×2.0 | Order may vary by manufacturer convention |
| Steel grade | Per EN 10025, EN 10147, or EN 10346 | S350GD | Defines mechanical properties |
| Coating | Z (zinc), AZ (aluminum-zinc), + coating mass | +Z275 | 275 g/m² total both sides |
| Standard | EN 10162 reference | EN 10162 | Confirms tolerance basis |
| Tolerance class | Class 1 or Class 2 | Class 2 | Default for most building applications |
| Full Designation | Interpretation |
|---|---|
| C 200×75×20×2.0 S350GD+Z275 EN 10162 Cl.2 | C-section, 200 mm depth, 75 mm flange, 20 mm lip, 2.0 mm thick, structural galvanized grade, Class 2 tolerances |
| Z 250×70×18×1.5 S320GD+AZ150 EN 10162 Cl.2 | Z-section purlin, 250 mm depth, aluminum-zinc coated, commercial tolerance |
| L 50×50×3.0 DC01+Z140 EN 10162 Cl.1 | Equal angle 50 mm legs, 3.0 mm, mild forming grade, tight tolerance |
| Omega 70×35×0.6 DC01 EN 10162 Cl.2 | Omega stud profile for drywall framing, uncoated cold-rolled feedstock |
Dimensional tolerances in EN 10162 apply to leg length, flange width, lip length, included angle, straightness, twist, and mass per metre. The values depend on the nominal dimension and the selected tolerance class. The tables below summarize representative tolerance ranges commonly cited in manufacturer data sheets aligned with EN 10162; exact values should be verified against the current standard text for the specific profile and dimension range.
| Nominal Dimension (mm) | Tolerance on Leg/Flange (± mm) | Tolerance on Lip (± mm) | Angle Tolerance (°) |
|---|---|---|---|
| ≤ 40 | 0.5–1.0 | 0.5–1.0 | ±1.5–2.0 |
| 40–100 | 1.0–1.5 | 1.0–1.5 | ±1.5–2.0 |
| 100–200 | 1.5–2.0 | 1.5–2.0 | ±1.0–1.5 |
| 200–400 | 2.0–2.5 | 2.0–2.5 | ±1.0–1.5 |
| Property | Class 1 | Class 2 | Measurement Method |
|---|---|---|---|
| Straightness (deviation per metre) | ≤ 1.0 mm/m | ≤ 1.5–2.0 mm/m | String line on concave side, 1 m gauge length |
| Twist (rotation per metre) | ≤ 1.0°/m | ≤ 1.5–2.0°/m | Digital inclinometer on flange surface |
| Mass per metre | ±5% | ±6–8% | Weigh 1 m sample; compare to theoretical mass |
| Thickness tolerance | Per material standard | Per material standard | Micrometer at mid-width, away from edges |
Thickness tolerance is not defined in EN 10162 but is taken from the feedstock standard (typically ±0.05 to ±0.10 mm for 1.0–2.0 mm strip per EN 10130 or EN 10346). Roll forming can slightly thin the material at bend radii, and this effect is accounted for in the theoretical mass calculation rather than as a separate EN 10162 tolerance.
EN 10162 explicitly excludes several categories of cold-formed steel products. Understanding these exclusions prevents misapplication of the standard and directs engineers to the correct specification document.
| Excluded Category | Forming Method | Applicable Alternative Standard or Approach |
|---|---|---|
| Drawn sections | Cold drawing through a die | Manufacturer-specific tolerances; EN 10219 for hollow sections |
| Pressed sections | Hydraulic or mechanical press forming | Bilateral agreement; reference ISO 2768 for general tolerances |
| Folded sections | Press brake folding (single or multi-bend) | EN 1090 execution class tolerances; workshop drawings |
| Sheet piling | Hot-rolled or cold-formed interlocking profiles | EN 10248 (hot-rolled sheet piling) |
| Welded hollow sections | ERW, HFI, or laser-welded tube | EN 10219 (cold-formed welded structural hollow sections) |
| Hot-rolled open sections | Hot rolling (I, H, T, L beams) | EN 10025, EN 10365 (hot-rolled I and H sections) |
Roll-formed split tubes covered by EN 10162 must not be confused with welded tubes. A split tube retains an open seam or a mechanically interlocked seam without fusion welding; once the seam is welded (even by laser), the product falls under EN 10219 or EN 10305 depending on application.
Compliance with EN 10162 depends on controlled roll forming process parameters, accurate tooling, and systematic dimensional inspection. The standard defines what to measure; the roll forming line determines whether the product meets those measurements consistently.
| Parameter | Effect on Dimensions | Control Method |
|---|---|---|
| Roll gap alignment | Leg length deviation, asymmetry | Feeler gauges; laser alignment of roll shafts |
| Strip centerline tracking | Twist, camber, flange asymmetry | Edge guides, hydraulic steering rolls |
| Material springback | Angle deviation, flange opening | Over-bend compensation in roll design; grade-specific adjustment |
| Strip thickness variation | Leg height change, mass per metre drift | Incoming coil inspection; roll gap adjustment per coil |
| Line speed | Heat buildup at high speed affects springback | Speed limit per grade; water cooling on rolls if needed |
| Cutoff die wear | End squareness, length tolerance | Periodic die inspection; replace at defined stroke count |
A typical EN 10162 inspection routine for roll-formed sections includes first-article measurement of all leg dimensions, lip length, and included angles using digital calipers and angle gauges. Straightness is checked with a 1 m straightedge or string line on a flat surface. Twist is measured with an inclinometer at 1 m intervals along the length. Mass per metre is verified by weighing a cut sample of known length. Production runs require periodic sampling at intervals defined in the manufacturer's quality plan, typically every 30–60 minutes or every coil change.
EN 10162-toleranced profiles appear across building construction, storage systems, and industrial fabrication. The following table maps common applications to typical profile types, steel grades, and tolerance class requirements.
| Application | Profile | Typical Grade | Thickness (mm) | Tolerance Class | Key Requirement |
|---|---|---|---|---|---|
| Roof purlins | Z or C | S350GD+Z275 | 1.5–2.5 | Class 2 | Straightness for lapping; consistent depth for bridging |
| Wall girts | C or Z | S320GD+Z275 | 1.2–2.0 | Class 2 | Flange width for cladding attachment |
| Drywall studs | Omega or C | DC01+Z140 | 0.45–0.6 | Class 2 | Leg length for track fit; lightweight |
| Pallet racking beams | Custom C or box | S355MC or S350GD | 1.5–3.0 | Class 1 | Tight leg tolerance for connector fit |
| Solar panel frames | C or custom | S250GD+AZ150 | 1.5–2.0 | Class 1 | Straightness over 4–6 m lengths |
| Cable tray | U or C | DC01+Z140 | 0.8–2.0 | Class 2 | Flange width for cover clip engagement |
When specifying profiles for structural applications, EN 10162 tolerances must be used together with the relevant structural design code (Eurocode 3 EN 1993-1-3 for cold-formed members, or national equivalents). Dimensional tolerance directly affects section properties used in structural calculations: a ±2.0 mm deviation on flange width changes the effective cross-section area and moment of inertia, which the design engineer must consider when selecting the tolerance class.