EN 10210-2:2006/AC:2007
Superseded
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
Amendment of
Superseded date
05-15-2019
Published date
01-12-2013
Publisher
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols
5 Information to be obtained by the manufacturer
6 Tolerances
7 Measurement of size and shape
8 Dimensions and sectional properties
Annex A (normative) - Formulae for the calculation of
sectional properties
Annex B (normative) - Sectional properties for a limited
range of standard sizes
Describes tolerances for hot finished circular, square, rectangular and elliptical structural hollow sections, manufactured in wall thicknesses up to 120 mm, in the following size ranges: Circular: Outside diameters up to 2 500 mm; Square: Outside dimensions up to 800 mm x 800 mm; Rectangular: Outside dimensions up to 750 mm x 500 mm; Elliptical: Outside dimensions up to 500 mm x 250 mm.
| Committee |
ECISS/TC 10
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| DIN EN 10210-2:2018-12 (Draft) | Identical |
| NBN EN 10210-2 : 2006 COR 2007 | Identical |
| UNI EN 10210-2 : 2006 | Identical |
| NEN EN 10210-2 : 2019 | Identical |
| I.S. EN 10210-2:2019 | Identical |
| BS EN 10210-2:2019 | Identical |
| DIN EN 10210-2:2016-02 (Draft) | Identical |
| NS EN 10210-2 : 2006 AC 2007 | Identical |
| NF EN 10210-2 : 2006 | Identical |
| BS EN 10210-2:2006 | Identical |
| I.S. EN 10210-2:2006 | Identical |
| UNE-EN 10210-2:2007 | Identical |
| ONORM EN 10210-2 : 2006 | Identical |
| PN EN 10210-2 : 2007 | Identical |
| NEN EN 10210-2 : 2006 C1 2007 | Identical |
| SN EN 10210-2 : 2006 CORR 2007 | 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 |
| 11/30249851 DC : 0 | BS ISO 14346 - WELDING - STATIC DESIGN PROCEDURE FOR HOLLOW SECTION JOINTS |
| DIN EN 10210-1:2016-01 (Draft) | Hot finished structural steel hollow sections - Part 1: General; German and English version prEN 10210-1:2016 |
| 15/30320416 DC : 0 | BS EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| 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 |
| BS EN 15620:2008 | Steel static storage systems. Adjustable pallet racking. Tolerances, deformations and clearances |
| UNE-EN 1993-1-8:2013 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints |
| EN 15620:2008 | Steel static storage systems - Adjustable pallet racking - Tolerances, deformations and clearances |
| EN 13001-3-6:2018 | Cranes - General design - Part 3-6: Limit states and proof of competence of machinery - Hydraulic cylinders |
| BS EN 15081:2007 | Industrial valves. Mounting kits for part-turn valve actuator attachment |
| BS EN 1993-5:2007 | Eurocode 3. Design of steel structures Piling |
| EN 10079:2007 | Definition of steel products |
| EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| ISO 14346:2013 | Static design procedure for welded hollow-section joints — Recommendations |
| I.S. EN 1993-5:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING (INCLUDING IRISH NATIONAL ANNEX) |
| 15/30295265 DC : 0 | BS EN 13204 - DOUBLE ACTING HYDRAULIC RESCUE TOOLS FOR FIRE AND RESCUE SERVICE USE - SAFETY AND PERFORMANCE REQUIREMENTS |
| UNI EN 15620 : 2009 | STEEL STATIC STORAGE SYSTEMS - ADJUSTABLE PALLET RACKING - TOLERANCES, DEFORMATIONS AND CLEARANCES |
| PREN 1090-2 : DRAFT 2015 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
| 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 |
| DIN EN 1993-1-8:2010-12 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints (includes Corrigendum AC:2009) |
| DIN EN 10210-1:2006-07 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| I.S. EN 40-2:2004 | LIGHTING COLUMNS - PART 2: GENERAL REQUIREMENTS AND DIMENSIONS |
| I.S. EN ISO 19902:2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| I.S. EN 10210-1:2006 | HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY CONDITIONS |
| DIN EN 40-2:2005-02 | Lighting columns - Part 2: General requirements and dimensions; German version EN 40-2:2004 |
| EN ISO 19902:2007/A1:2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES (ISO 19902:2007/AMD 1:2013) |
| I.S. EN 13204:2016 | DOUBLE ACTING HYDRAULIC RESCUE TOOLS FOR FIRE AND RESCUE SERVICE USE - SAFETY AND PERFORMANCE REQUIREMENTS |
| I.S. EN 10079:2007 | DEFINITION OF STEEL PRODUCTS |
| 08/30192723 DC : 0 | BS EN 1536 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| PREN 13204 : DRAFT 2015 | DOUBLE ACTING HYDRAULIC RESCUE TOOLS FOR FIRE AND RESCUE SERVICE USE - SAFETY AND PERFORMANCE REQUIREMENTS |
| 04/30124417 DC : DRAFT OCT 2004 | EN 15081 - INDUSTRIAL VALVES - MOUNTING KITS FOR PART-TURN VALVE ACTUATOR ATTACHMENT |
| 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 |
| 07/30172380 DC : 0 | BS EN 14490 - EXECUTION OF SPECIAL GEOTECHNICAL WORKS - SOIL NAILING |
| 17/30346735 DC : 0 | BS EN 10225-3 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 3: HOT FINISHED HOLLOW SECTIONS |
| S.R. CWA 15902-2:2009 | LIFTING AND LOAD-BEARING EQUIPMENT FOR STAGES AND OTHER PRODUCTION AREAS WITHIN THE ENTERTAINMENT INDUSTRY - PART 2: SPECIFICATIONS FOR DESIGN, MANUFACTURE AND FOR USE OF ALUMINIUM AND STEEL TRUSSES AND TOWERS |
| 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 |
| I.S. EN 15620:2008 | STEEL STATIC STORAGE SYSTEMS - ADJUSTABLE PALLET RACKING - TOLERANCES, DEFORMATIONS AND CLEARANCES |
| DIN EN 15081 E : 2008 | INDUSTRIAL VALVES - MOUNTING KITS FOR PART-TURN VALVE ACTUATOR ATTACHMENT |
| UNE-EN 13204:2017 | Double acting hydraulic rescue tools for fire and rescue service use - Safety and performance requirements |
| UNE-EN 10225:2010 | Weldable structural steels for fixed offshore structures - Technical delivery conditions |
| EN 1993-5:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| UNI EN 10079 : 2007 | DEFINITION OF STEEL PRODUCTS |
| UNI EN 10225 : 2009 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| UNI EN 1993-5 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
| 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 |
| EN 13204:2016 | Double acting hydraulic rescue tools for fire and rescue service use - Safety and performance requirements |
| 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 |
| NF ENV 1090-1 : 96 FD | EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
| 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 |
| DIN EN 15620 E : 2010 | STEEL STATIC STORAGE SYSTEMS - ADJUSTABLE PALLET RACKING - TOLERANCES, DEFORMATIONS AND CLEARANCES |
| 17/30346738 DC : 0 | BS EN 10225-2 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 2: SECTIONS |
| DIN EN 15620:2010-05 | Steel static storage systems - Adjustable pallet racking - Tolerances, deformations and clearances |
| 16/30322064 DC : DRAFT MAR 2016 | BS EN 13001-3-6 - CRANES - GENERAL DESIGN - PART 3-6: LIMIT STATES AND PROOF OF COMPETENCE OF MACHINERY - HYDRAULIC CYLINDERS |
| 03/103468 DC : DRAFT FEB 2003 | BS EN 10210-1 - HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY REQUIREMENTS |
| 17/30346741 DC : 0 | BS EN 10225-1 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 1: PLATES |
| I.S. EN 13001-3-6:2018 | CRANES - GENERAL DESIGN - PART 3-6: LIMIT STATES AND PROOF OF COMPETENCE OF MACHINERY - HYDRAULIC CYLINDERS |
| NF EN 1090-2 : 2009 + A1 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| NF EN 10225 : 2009 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| DIN EN 10225:2009-10 | WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS |
| BS EN 13204 : 2004 | DOUBLE ACTING HYDRAULIC RESCUE TOOLS FOR FIRE AND RESCUE SERVICE USE - SAFETY AND PERFORMANCE REQUIREMENTS |
| BS EN 10079:2007 | Definition of steel products |
| 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 40-2:2004 | Lighting columns General requirements and dimensions |
| BS EN 1993-1-8:2005 | Eurocode 3. Design of steel structures Design of joints |
| EN 40-2:2004 | Lighting columns - Part 2: General requirements and dimensions |
| EN 15081:2007 | Industrial valves - Mounting kits for part-turn valve actuator attachment |
| EN 10225:2009 | Weldable structural steels for fixed offshore structures - Technical delivery conditions |
| EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| 07/30161276 DC : 0 | BS EN 15620 - STEEL STATIC STORAGE SYSTEMS - ADJUSTABLE PALLET RACKING - TOLERANCES, DEFORMATIONS AND CLEARANCES |
| 13/30284484 DC : 0 | BS CISPR 14-1 ED 6 - REQUIREMENTS FOR HOUSEHOLD APPLIANCES, ELECTRIC TOOLS AND SIMILAR APPARATUS - PART 1: EMISSION |
| 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 |
| 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 |
| BS ISO 14346:2013 | Static design procedure for welded hollow-section joints. Recommendations |
| 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 |
| 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 |
| I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| BS EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels Technical delivery requirements |
| BS EN 10225:2009 | Weldable structural steels for fixed offshore structures. Technical delivery conditions |
| UNI EN ISO 19902 : 2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| DIN EN 10079:2007-06 | Definition of steel products |
| EN 1065:1998 | Adjustable telescopic steel props - Product specifications, design and assessment by calculation and tests |
| DIN EN 1993-5:2010-12 | Eurocode 3: Design of steel structures - Part 5: Piling (includes Corrigendum AC:2009) |
| DIN EN 15081:2008-03 | Industrial valves - Mounting kits for part-turn valve actuator attachment |
| EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
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