DIN EN 1090-2:2011-10

National foreword
Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Specifications and documentation
5 Constituent products
6 Preparation and assembly
7 Welding
8 Mechanical fastening
9 Erection
10 Surface treatment
11 Geometrical tolerances
12 Inspection, testing and correction
Annex A (normative) - Additional information, list of
        options and requirements related to the execution
        classes
Annex B (informative) - Guidance for the determination
        of execution classes
Annex C (informative) - Check-list for the content of a
        quality plan
Annex D (normative) - Geometrical tolerances
Annex E (informative) - Welded joints in hollow sections
Annex F (normative) - Corrosion protection
Annex G (normative) - Test to determine slip factor
Annex H (normative) - Calibration test for preloaded
        bolts under site conditions
Annex J (normative) - Use of compressible washer-type
        direct tension indicators
Annex K (informative) - Hexagon injection bolts
Annex L (informative) - Guide to flow diagram for
        development and use of a WPS
Annex M (normative) - Sequential method for fasteners
        inspection
Bibliography

Defines requirements for execution of structural steelwork as structures or as manufactured components, produced from: - hot rolled, structural steel products up to and including grade S690; - cold formed components and sheeting up to and including grades S700; - hot finished and cold formed austenitic, austenitic-ferritic and ferritic stainless steel products; - hot finished and cold formed structural hollow sections, including standard range and custom-made rolled products and hollow sections manufactured by welding.