EN 10210-1:2006
Current
Current
The latest, up-to-date edition.
Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions
Published date
04-26-2006
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Foreword
1 Scope
2 Normative references
3 Terms, definitions and symbols
3.1 Terms and definitions
3.2 Symbols
4 Classification and designation
4.1 Classification
4.2 Designation
5 Information to be obtained by the manufacturer
5.1 Mandatory information
5.2 Options
5.3 Example of an order
6 Requirements
6.1 General
6.2 Steel manufacturing process
6.3 Structural hollow section manufacturing process
6.4 Delivery condition
6.5 Chemical composition
6.6 Mechanical properties
6.7 Technological properties
6.8 Surface condition
6.9 Non-destructive testing of welds
6.10 Tolerances and mass
7 Inspection
7.1 Types of inspection
7.2 Types of inspection document
7.3 Summary of inspection
8 Sampling
8.1 Frequency of tests
8.2 Preparation of samples and test pieces
9 Test methods
9.1 Chemical analysis
9.2 Mechanical tests
9.3 Visual inspection and dimensional check
9.4 Non-destructive testing
9.5 Retests, sorting and reprocessing
10 Marking
11 Evaluation of conformity
Annex A (normative) Structural hollow sections of non-alloy
quality steels - Chemical composition
and mechanical properties
Annex B (normative) Structural hollow sections of fine grain
steels - Chemical composition and
mechanical properties
Annex C (normative) Location of samples and test pieces
Annex D (normative) Evaluation of conformity
Annex ZA (informative) Clauses of this European Standard
addressing the provisions of the
EU Construction Products Directive
Bibliography
This part of this European Standard specifies technical delivery conditions for hot finished hollow sections of circular, square, rectangular or elliptical forms and applies to hollow sections formed hot, with or without subsequent heat treatment, or formed cold with subsequent heat treatment to obtain equivalent metallurgical conditions to those obtained in the hot formed product. Requirements for tolerances, dimensions and sectional properties are contained in EN 10210-2.NOTEA range of material grades is specified in this standard and the user should select the grade appropriate to the intended use and service conditions. The grades and mechanical properties of the finished hollow sections are compatible with those in EN 10025-2 and EN 10025-3.
| Committee |
CEN/TC 459/SC 3
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Current
|
| Standards | Relationship |
| SN EN 10210-1 : 2006 | Identical |
| BS EN 10210-1:2006 | Identical |
| I.S. EN 10210-1:2006 | Identical |
| NBN EN 10210-1 : 2006 | Identical |
| NEN EN 10210-1 : 2006 | Identical |
| UNI EN 10210-1 : 2006 | Identical |
| PN EN 10210-1 : 2007 | Identical |
| NS EN 10210-1 : 2ED 2006 | Identical |
| NF EN 10210-1 : 2006 | Identical |
| UNE-EN 10210-1:2007 | Identical |
| DIN EN 10210-1:2016-01 (Draft) | Identical |
| DIN EN 10210-1:2006-07 | Identical |
| 09/30211977 DC : 0 | BS EN 16031 - ADJUSTABLE TELESCOPIC ALUMINIUM PROPS - PRODUCT SPECIFICATIONS, DESIGN AND ASSESSMENT BY CALCULATION AND TESTS |
| 08/30192726 DC : 0 | BS EN 1538 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| I.S. EN ISO 14713-2:2009 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| I.S. EN 12079-1:2006 | OFFSHORE CONTAINERS AND ASSOCIATED LIFTING SETS - PART 1: OFFSHORE CONTAINERS - DESIGN, MANUFACTURE AND MARKING |
| UNE-EN 1993-1-10:2013 | Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties |
| DIN EN 10149-1:2013-12 | HOT ROLLED FLAT PRODUCTS MADE OF HIGH YIELD STRENGTH STEELS FOR COLD FORMING - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| 08/30190326 DC : DRAFT DEC 2008 | BS EN 10225 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| PREN 1536 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| PREN 10225-4 : DRAFT 2017 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 4: COLD FORMED WELDED HOLLOW SECTIONS |
| UNE-EN 1993-1-8:2013 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints |
| I.S. EN 1993-1-10:2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES (INCLUDING IRISH NATIONAL ANNEX) |
| DIN EN 1993-1-2:2010-12 | Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design (includes Corrigendum AC:2009) |
| BS EN 12811-2:2004 | Temporary works equipment Information on materials |
| BS EN 14015:2004 | Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above |
| BS EN 1993-1-1 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| BS EN 1537:2013 | Execution of special geotechnical works. Ground anchors |
| BS EN 1993-5:2007 | Eurocode 3. Design of steel structures Piling |
| DIN EN 1537:2001-01 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| EN 10149-1:2013 | Hot rolled flat products made of high yield strength steels for cold forming - Part 1: General technical delivery conditions |
| EN 12811-2:2004 | Temporary works equipment - Part 2: Information on materials |
| EN 13381-2:2014 | Test methods for determining the contribution to the fire resistance of structural members - Part 2: Vertical protective membranes |
| EN 10025-1:2004 | Hot rolled products of structural steels - Part 1: General technical delivery conditions |
| DIN EN 12811-2:2004-04 | Temporary works equipment - Part 2: Information on materials; German version EN 12811-2:2004 |
| DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. EN 1994-1-2:2005 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| PREN 14015-1 : DRAFT 2000 | SPECIFICATION FOR THE DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED, ABOVE GROUND, WELDED, METALLIC TANKS FOR THE STORAGE OF LIQUIDS AT AMBIENT TEMPERATURE AND ABOVE - PART 1: STEEL TANKS |
| I.S. EN 1993-5:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING (INCLUDING IRISH NATIONAL ANNEX) |
| UNE-EN 1993-1-1:2013 | Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings |
| PREN 1090-2 : DRAFT 2015 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| ENV 13381-6:2002 | Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns |
| DD ENV 13381-6:2002 | Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete filled hollow steel columns |
| I.S. EN 13381-2:2014 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES |
| UNI EN 13381-2 : 2014 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES |
| I.S. ENV 13381-6:2002 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS |
| UNI EN ISO 14713-2 : 2010 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| BS EN 10210-2:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels Tolerances, dimensions and sectional properties |
| BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| DIN EN 1090-2:2015-07 (Draft) | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| UNI EN 1090-2 : 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. EN 1993-1-1:2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| DIN EN 1537:2014-07 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| DIN EN 1993-1-8:2010-12 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints (includes Corrigendum AC:2009) |
| BS EN 1993-1-10:2005 | Eurocode 3. Design of steel structures Material toughness and through-thickness properties |
| I.S. EN ISO 19902:2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| I.S. EN 10149-1:2013 | HOT ROLLED FLAT PRODUCTS MADE OF HIGH YIELD STRENGTH STEELS FOR COLD FORMING - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| I.S. EN 1537:2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| DIN EN 10025-1:2005-02 | Hot rolled products of structural steels - Part 1: General technical delivery conditions; German version EN 10025-1:2004 |
| UNE-EN 13381-2:2016 | Test methods for determining the contribution to the fire resistance of structural members - Part 2: Vertical protective membranes |
| 08/30192723 DC : 0 | BS EN 1536 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| I.S. EN 13381-6:2012 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS |
| 13/30284484 DC : 0 | BS CISPR 14-1 ED 6 - REQUIREMENTS FOR HOUSEHOLD APPLIANCES, ELECTRIC TOOLS AND SIMILAR APPARATUS - PART 1: EMISSION |
| CEN ISO/TR 20172:2009 | Welding - Grouping systems for materials - European materials (ISO/TR 20172:2009) |
| 17/30346735 DC : 0 | BS EN 10225-3 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 3: HOT FINISHED HOLLOW SECTIONS |
| 11/30239473 DC : 0 | BS EN 10025-1 - HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| 05/30132920 DC : DRAFT APR 2005 | EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR THE EXECUTION OF STEEL STRUCTURES |
| BS EN 13381-2:2014 | Test methods for determining the contribution to the fire resistance of structural members Vertical protective membranes |
| 00/715206 DC : DRAFT OCT 2000 | PREN 14015-1 - SPECIFICATION FOR THE DESIGN AND MANUFACTURE OF SITE BUILT, VERTICAL, CYLINDRICAL, FLAT-BOTTOMED, ABOVE GROUND, WELDED, METALLIC TANKS FOR THE STORAGE OF LIQUIDS AT AMBIENT TEMPERATURE AND ABOVE - PART 1: STEEL TANKS |
| 07/30172380 DC : 0 | BS EN 14490 - EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| BS EN ISO 14713-2:2009 | Zinc coatings. Guidelines and recommendations for the protection against corrosion of iron and steel in structures Hot dip galvanizing |
| PD CEN ISO/TR 20172:2009 | Welding. Grouping systems for materials. European materials |
| UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
| ISO 10855-1:2018 | Offshore containers and associated lifting sets Part 1: Design, manufacture and marking of offshore containers |
| UNE-EN ISO 14713-2:2011 | Zinc coatings - Guidelines and recommendations for the protection against corrosion of iron and steel in structures - Part 2: Hot dip galvanizing (ISO 14713-2:2009) |
| EN 1090-2:2008+A1:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
| I.S. EN 10225:2009 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| EN ISO 14713-2:2009 | Zinc coatings - Guidelines and recommendations for the protection against corrosion of iron and steel in structures - Part 2: Hot dip galvanizing (ISO 14713-2:2009) |
| UNE-EN 10225:2010 | Weldable structural steels for fixed offshore structures - Technical delivery conditions |
| UNI EN 10225 : 2009 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| UNI EN 1537 : 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| UNI EN 1993-5 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| UNI EN 1993-1-10 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
| UNI EN 1994-1-2 : 2014 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| UNI EN 1993-1-2 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| EN 13381-6:2012 | Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns |
| UNI EN 1993-1-8 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| UNI EN 1993-1-1 : 2014 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| UNI EN 10149-1 : 2013 | HOT ROLLED FLAT PRODUCTS MADE OF HIGH YIELD STRENGTH STEELS FOR COLD FORMING - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| IWA 14-2:2013 | Vehicle security barriers — Part 2: Application |
| NF EN ISO 14713-2 : 2010 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| BS EN 13381-6:2012 | Test methods for determining the contribution to the fire resistance of structural members Applied protection to concrete filled hollow steel columns |
| PREN 13381-10 : DRAFT 2016 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 10: APPLIED PROTECTION TO SOLID STEEL BAR IN TENSION |
| 98/705399 DC : DRAFT MAR 1998 | PREN 10025-1 - HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - PART 1: GENERAL DELIVERY CONDITIONS |
| I.S. EN 10025-1:2004 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| DIN EN 13381-2:2014-12 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 2: VERTICAL PROTECTIVE MEMBRANES |
| 08/30186617 DC : DRAFT OCT 2008 | BS EN 13381-6 - TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS |
| NF ENV 1090-1 : 96 FD | EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
| ONORM EN 10210-2 : 2006 | HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| DIN EN 13381-6:2012-09 | Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns |
| EEMUA 159 : 2014 | ABOVE GROUND FLAT BOTTOMED STORAGE TANKS - A GUIDE TO INSPECTION, MAINTENANCE AND REPAIR |
| 15/30331856 DC : 0 | BS EN ISO 10855-1 - OFFSHORE CONTAINERS AND ASSOCIATED LIFTING SETS - PART 1: OFFSHORE CONTAINER - DESIGN, MANUFACTURE AND MARKING |
| 03/103469 DC : DRAFT FEB 2003 | BS EN 10210-2 - HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| S.R. CWA 16221:2010 | VEHICLE SECURITY BARRIERS - PERFORMANCE REQUIREMENTS, TEST METHODS AND GUIDANCE ON APPLICATION |
| 16/30324101 DC : 0 | BS EN 13381-10 - TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 10: APPLIED PROTECTION TO SOLID STEEL BAR IN TENSION |
| NF EN 1090-2 : 2009 + A1 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. ENV 1993-5:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| UNI EN 10210-2 : 2006 | HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| S.R. CEN ISO TR 20172:2009 | WELDING - GROUPING SYSTEMS FOR MATERIALS - EUROPEAN MATERIALS |
| NF EN 10225 : 2009 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| DIN EN 14015:2005-02 | Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above |
| DIN EN 10225:2009-10 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| ISO 14713-2:2009 | Zinc coatings Guidelines and recommendations for the protection against corrosion of iron and steel in structures Part 2: Hot dip galvanizing |
| BS EN 10025-1:2004 | Hot rolled products of structural steels General technical delivery conditions |
| BS EN 1065:1999 | Adjustable telescopic steel props. Product specifications, design and assessment by calculation and tests |
| ISO 19902:2007 | Petroleum and natural gas industries Fixed steel offshore structures |
| BS EN 1994-1-2 : 2005 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| BS EN 1993-1-8:2005 | Eurocode 3. Design of steel structures Design of joints |
| UNE-EN 10149-1:2014 | Hot rolled flat products made of high yield strength steels for cold forming - Part 1: General technical delivery conditions |
| BS EN 10149-1:2013 | Hot rolled flat products made of high yield strength steels for cold forming General technical delivery conditions |
| ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| EN 10225:2009 | Weldable structural steels for fixed offshore structures - Technical delivery conditions |
| EN 1537:2013 | Execution of special geotechnical works - Ground anchors |
| EN 14015:2004 | Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above |
| UNE-EN 1993-1-2:2016 | Eurocode 3: Design of steel structures - Part 1-2: General rules - Structural fire design |
| PD CR 10313:2000 | Classification of grades of steel. Examples of classification related to European standards |
| PREN 1538 : DRAFT 2008 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DIAPHRAGM WALLS |
| UNE-EN 13381-6:2014 | Test methods for determining the contribution to the fire resistance of structural members - Part 6: Applied protection to concrete filled hollow steel columns |
| S.R. CEN ISO/TR 20172:2021 | Welding - Grouping systems for materials - European materials (ISO/TR 20172:2021) |
| NORSOK M-120:2008 | MATERIAL DATA SHEETS FOR STRUCTURAL STEEL |
| 15/30320416 DC : 0 | BS EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| EN 12079-1:2006 | Offshore containers and associated lifting sets - Part 1: Offshore container - Design, manufacture and marking |
| PREN 10025-1 : DRAFT 2011 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 1: GENERAL TECHNICAL DELIVERY CONDITIONS |
| UNI EN 13381-6 : 2012 | TEST METHODS FOR DETERMINING THE CONTRIBUTION TO THE FIRE RESISTANCE OF STRUCTURAL MEMBERS - PART 6: APPLIED PROTECTION TO CONCRETE FILLED HOLLOW STEEL COLUMNS |
| I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| KTA 3205.2 : 2015 COR 2016 | COMPONENT SUPPORT STRUCTURES WITH NON-INTEGRAL CONNECTIONS - PART 2: COMPONENT SUPPORT STRUCTURES WITH NON-INTEGRAL CONNECTIONS FOR PRESSURE AND ACTIVITY-RETAINING COMPONENTS IN SYSTEMS OUTSIDE THE PRIMARY CIRCUIT |
| UNE-EN 1994-1-2:2016 | Eurocode 4 - Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design. |
| I.S. CEN ISO TR 20172:2006 | WELDING - GROUPING SYSTEMS FOR MATERIALS - EUROPEAN MATERIALS |
| DIN EN 10210-2:2016-02 (Draft) | HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| 17/30346732 DC : 0 | BS EN 10225-4 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 4: COLD FORMED WELDED HOLLOW SECTIONS |
| DIN EN 1993-1-1:2010-12 | Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings (includes Corrigendum AC:2009) |
| I.S. EN 10210-2:2006 | HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| S.R. CR 10313:2000 | CLASSIFICATION OF GRADES OF STEEL - EXAMPLES OF CLASSIFICATION RELATED TO EUROPEAN STANDARDS |
| DIN EN 1994-1-2:2010-12 | Eurocode 4: Design of composite steel and concrete structures - Part 1-2: General rules - Structural fire design (includes Corrigendum AC:2008) |
| DIN EN 1993-1-10:2010-12 | Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties (includes Corrigendum AC:2009) |
| DIN EN 10025-1:2011-04 (Draft) | Hot rolled products of structural steels - Part 1: General technical delivery conditions; German version prEN 10025-1:2011 |
| BS EN 1993-1-2:2005 | Eurocode 3. Design of steel structures General rules - Structural fire design |
| BS EN 12079-1:2006 | Offshore containers and associated lifting sets Offshore containers. Design, manufacture and marking |
| BS EN 10225:2009 | Weldable structural steels for fixed offshore structures. Technical delivery conditions |
| ISO/TR 20172:2009 | Welding Grouping systems for materials European materials |
| UNI EN ISO 19902 : 2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| DIN EN ISO 14713-2:2010-05 | ZINC COATINGS - GUIDELINES AND RECOMMENDATIONS FOR THE PROTECTION AGAINST CORROSION OF IRON AND STEEL IN STRUCTURES - PART 2: HOT DIP GALVANIZING |
| CR 10313:2000 | Classification of grades of steel - Examples of classification related to European Standards |
| DIN EN 1993-5:2010-12 | Eurocode 3: Design of steel structures - Part 5: Piling (includes Corrigendum AC:2009) |
| EN 1065:1998 | Adjustable telescopic steel props - Product specifications, design and assessment by calculation and tests |
| API RP 2A-LRFD : 2019 | Planning, Designing, and Constructing Fixed Offshore Platforms - Load and Resistance Factor Design |
| 93/68/EEC : 1993 AMD 2 1998 | COUNCIL DIRECTIVE 93/68/EEC OF 22.7.93 AMENDING DIRECTIVES 87/404/EEC, 88/378/EEC, 89/106/EEC, 89/336/EEC, 89/392/EEC, 89/686/EEC, 90/384/EEC, 90/385/EEC, 90/396/EEC, 91/263/EEC, 92/42/EEC AND 73/23/EEC |
| EN ISO 14284:2002 | Steel and iron - Sampling and preparation of samples for the determination of chemical composition (ISO 14284:1996) |
| EN 10002-1 : 2001 | METALLIC MATERIALS - TENSILE TESTING - PART 1: METHOD OF TEST AT AMBIENT TEMPERATURE |
| EN 10052:1993 | Vocabulary of heat treatment terms for ferrous products |
| CR 10261 : 1995 | ECISS INFORMATION CIRCULAR 11 - IRON AND STEEL - REVIEW OF AVAILABLE METHODS OF CHEMICAL ANALYSIS |
| EN 10027-2:2015 | Designation systems for steels - Part 2: Numerical system |
| EN ISO 377:2017 | Steel and steel products - Location and preparation of samples and test pieces for mechanical testing (ISO 377:2017) |
| EN ISO 643:2012 | Steels - Micrographic determination of the apparent grain size (ISO 643:2012) |
| 89/106/EEC : 1988 | COUNCIL DIRECTIVE OF 21 DECEMBER 1988 ON THE APPROXIMATION OF LAWS, REGULATIONS AND ADMINISTRATIVE PROVISIONS OF THE MEMBER STATES RELATING TO CONSTRUCTION PRODUCTS |
| EN 10256:2000 | Non-destructive testing of steel tubes - Qualification and competence of level 1 and 2 non-destructive testing personnel |
| EN 1011-1:2009 | Welding - Recommendations for welding of metallic materials - Part 1: General guidance for arc welding |
| EN 10168:2004 | Steel products - Inspection documents - List of information and description |
| EN ISO 2566-1:1999 | Steel - Conversion of elongation values - Part 1: Carbon and low alloy steels (ISO 2566-1:1984) |
| EN 473:2008 | Non-destructive testing - Qualification and certification of NDT personnel - General principles |
| EN 10045-1 : 1990 | METALLIC MATERIALS - CHARPY IMPACT TEST - PART 1: TEST METHOD |
| ISO 15614-1:2017 | Specification and qualification of welding procedures for metallic materials — Welding procedure test — Part 1: Arc and gas welding of steels and arc welding of nickel and nickel alloys |
| ISO 15609-1:2004 | Specification and qualification of welding procedures for metallic materials Welding procedure specification Part 1: Arc welding |
| EN ISO 9001:2015 | Quality management systems - Requirements (ISO 9001:2015) |
| EN 10021:2006 | General technical delivery conditions for steel products |
| EN 10246-10:2000 | Non-destructive testing of steel tubes - Part 10: Radiographic testing of the weld seam of automatic fusion arc welded steel tubes for the detection of imperfections |
| ISO 2566-1:1984 | Steel Conversion of elongation values Part 1: Carbon and low alloy steels |
| EN 10204:2004 | Metallic products - Types of inspection documents |
| EN 10246-9:2000 | Non-destructive testing of steel tubes - Part 9: Automatic ultrasonic testing of the weld seam of submerged arc welded steel tubes for the detection of longitudinal and/or transverse imperfections |
| ISO 9001:2015 | Quality management systems — Requirements |
| EN ISO 15609-1:2004 | Specification and qualification of welding procedures for metallic materials - Welding procedure specification - Part 1: Arc welding (ISO 15609-1:2004) |
| ISO 643:2012 | Steels Micrographic determination of the apparent grain size |
| EN 10246-3:1999 | Non-destructive testing of steel tubes - Part 3: Automatic eddy current testing of seamless and welded (except submerged arc-welded) steel tubes for the detection of imperfections |
| EN 10027-1:2016 | Designation systems for steels - Part 1: Steel names |
| EN 10020:2000 | Definition and classification of grades of steel |
| ISO 15607:2003 | Specification and qualification of welding procedures for metallic materials General rules |
| EN 10266:2003 | Steel tubes, fittings and structural hollow sections - Symbols and definitions of terms for use in product standards |
| EN 10025-3:2004 | Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels |
| ISO 377:2017 | Steel and steel products — Location and preparation of samples and test pieces for mechanical testing |
| ISO 14284:1996 | Steel and iron — Sampling and preparation of samples for the determination of chemical composition |
| EN 10246-8:1999 | Non-destructive testing of steel tubes - Part 8: Automatic ultrasonic testing of the weld seam of electric welded steel tubes for the detection of longitudinal imperfections |
| EN ISO 15607:2003 | Specification and qualification of welding procedures for metallic materials - General rules (ISO 15607:2003) |
| EN 287-1:2011 | Qualification test of welders - Fusion welding - Part 1: Steels |
| EN 10246-5 : 1999 | NON-DESTRUCTIVE TESTING OF STEEL TUBES - PART 5: AUTOMATIC FULL PERIPHERAL MAGNETIC TRANSDUCER/FLUX LEAKAGE TESTING OF SEAMLESS AND WELDED (EXCEPT SUBMERGED ARC WELDED) FERROMAGNETIC STEEL TUBES FOR THE DETECTION OF LONGITUDINAL IMPERFECTIONS |
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