BSI · STANDARD

BS
EN 1090-2

Execution of steel structures — Technical requirements for steel structures

§ 01

Overview

What this standard covers

The central execution standard for UK and European steelwork: execution classes EXC1 to EXC4, constituent products, cutting and holing, welding, bolting, erection and geometrical tolerances.

Requirements for the execution of steel structures from constituent product selection through fabrication, welding, mechanical fastening, surface treatment, erection, inspection and documentation.

Who uses it

Fabricators, checkers and inspectors setting shop requirements, tolerances and execution class.

§ 02

Details

Reference data

Standard number
BS EN 1090-2
Title
Execution of steel structures — Technical requirements for steel structures
Organisation
BSI
Country
United Kingdom
Region
United Kingdom
Subject
Fabrication
Subcategory
Execution
Type
STANDARD
Application
Mandatory
Availability
Paid
Current edition
2018
Publication year
2018
Status
CURRENT
Roles
fabrication standard
Last verified
2026-09-06

Official source: knowledge.bsigroup.com

§ 03

Requirements

Key requirements

Execution class · Execution

Execution class EXC1 to EXC4 is selected from consequence class, service category and production category, and then drives welding, inspection, traceability and tolerance requirements for the whole job.

EXC1–EXC4Fabrication

Source: BS EN 1090-2

Weld quality · Welding

Weld acceptance is expressed as an EN ISO 5817 quality level; level C is typical for EXC2 and level B for EXC3, with additional requirements for specific imperfections.

EXC2–EXC3WeldingVisual and NDTISO 5817 level B or C

Source: BS EN 1090-2 / BS EN ISO 5817

Constituent products · Materials

Constituent products must be supplied with the inspection document required for the execution class, normally EN 10204 type 3.1 for structural steel from EXC2 upward.

EXC2+Sections, plate, hollow sections

Source: BS EN 1090-2 / BS EN 10204

Erection tolerances · Erection

Essential erection tolerances apply to column plumb, level and position; functional tolerances may be tightened by the project specification where cladding or lifts require it.

ErectionSurvey

Source: BS EN 1090-2

§ 04

Related

Standards used alongside this one

  • BS EN 1090-1

    Execution of steel and aluminium structures — Conformity assessment of structural components

    The conformity assessment route for structural components, covering factory production control and the declaration of performance behind CE or UKCA marking.

    United KingdomQuality & certificationCURRENTPaid

  • BS EN ISO 5817

    Welding — Quality levels for imperfections in fusion-welded joints in steel

    Quality levels B, C and D used as the acceptance basis for weld imperfections; EN 1090-2 links the required level to the execution class.

    United KingdomWeldingCURRENTPaid

  • BS EN 14399-1

    High-strength structural bolting assemblies for preloading — General requirements

    The framework for preloaded assemblies: bolt, nut and washer are qualified together as a K-class assembly, not mixed between suppliers.

    United KingdomBoltingCURRENTPaid

  • BS EN 10025-2

    Hot rolled products of structural steels — Non-alloy structural steels

    Defines S235, S275 and S355 with their JR, J0, J2 and K2 sub-grades, setting yield strength, tensile range, chemistry and Charpy impact requirements.

    United KingdomMaterialsCURRENTPaid

  • AISC 303

    Code of Standard Practice for Steel Buildings and Bridges

    Defines the customary trade practices: scope of supply, drawing responsibilities, mill and fabrication tolerances, and erection tolerances for the structural steel frame.

    United StatesFabricationCURRENTFree

  • EN 1090-2

    Execution of steel structures — Technical requirements

    The harmonised execution standard applied across the EU, defining execution classes and the fabrication, welding, bolting and erection requirements attached to each.

    European UnionFabricationCURRENTPaid

Sourcing, review and use

Status

Editorial reference information compiled and maintained by the StructuralSteel.ai team. It is not a design certificate and is not issued under an engineer's seal.

Last reviewed

Calculations

Any figures produced on this page are indicative estimates for early sizing and comparison only — they are not engineered design outputs.

Final member selection, loading, connection design, fire design, fabrication and compliance must be verified for your specific project by a suitably qualified structural engineer. Standards are revised; check the edition in force where the work is built.

Verification

StructuralSteel.ai provides technical reference information and links to authoritative sources. Project specifications, applicable legislation, current standards editions and requirements of the responsible engineer or authority should always be verified before fabrication or supply.