EN 10219-2:2006
Superseded
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties
Superseded date
15-05-2019
Published date
26-04-2006
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
7.1 General
7.2 Outside dimensions
7.3 Thickness
7.4 Out-of-roundness
7.5 Concavity and convexity
7.6 Squareness of sides
7.7 External corner profile
7.8 Twist
7.9 Straightness
8 Dimensions and sectional properties
Annex A (informative) Additional tolerances for piling tube
A.1 General
A.2 Out of roundness tolerance
A.3 Accidental eccentricity tolerance
A.4 Dimple tolerance
Annex B (normative) Formulae for the calculation of
sectional properties
B.1 General
B.2 Circular hollow sections
B.3 Rectangular, or square, hollow sections
Annex C (normative) Sectional properties for a limited range
of standard sizes
Bibliography
This part of EN 10219 specifies tolerances for cold formed welded circular, square and rectangular structural hollow sections, manufactured in wall thicknesses up to 40 mm, in the following size ranges:Circular: Outside diameters up to 2 500 mmSquare: Outside dimensions up to 500 mm x 500 mmRectangular: Outside dimensions up to 500 mm x 300 mm The formulae for calculating sectional properties of sections manufactured to the dimensional tolerances of this standard, to be used for the purposes of structural design, are given in Annex B. Dimensions and sectional properties for a limited range of sizes are given in Annex C.Technical delivery requirements are specified in EN 10219-1.NOTEThe designation of the sections' major axis (yy) and its minor axis (zz) align with the axis designation used for structural design in the structural Eurocodes.
| Committee |
CEN/TC 459/SC 3
|
| DocumentType |
Standard
|
| PublisherName |
Comite Europeen de Normalisation
|
| Status |
Superseded
|
| SupersededBy |
| Standards | Relationship |
| DIN EN 10219-2:2018-12 (Draft) | Identical |
| UNI EN 10219-2 : 2006 | Identical |
| I.S. EN 10219-2:2019 | Identical |
| NF EN 10219-2 : 2006 | Identical |
| UNE-EN 10219-2:2007 | Identical |
| BS EN 10219-2:2006 | Identical |
| NEN-EN 10219-2:2019 | Identical |
| PN EN 10219-2 : 2007 | Identical |
| NS EN 10219-2 : 2ED 2006 | Identical |
| NBN EN 10219-2 : 2006 | Identical |
| NEN EN 10219-2 : 2006 | Identical |
| I.S. EN 10219-2:2006 | Identical |
| BS EN 10219-2:2019 | Identical |
| ONORM EN 10219-2 : 2006 | Identical |
| SN EN 10219-2 : 2006 | 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 |
| 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 |
| BS EN 1993-1-4 : 2006 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| 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 12810-1:2003 | Façade scaffolds made of prefabricated components - Part 1: Products specifications |
| EN 10079:2007 | Definition of steel products |
| EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| EN 12811-1:2003 | Temporary works equipment - Part 1: Scaffolds - Performance requirements and general design |
| 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) |
| 08/30192723 DC : 0 | BS EN 1536 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - BORED PILES |
| 03/103470 DC : DRAFT FEB 2003 | BS EN 10219-1 - COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY REQUIREMENTS |
| PREN 1090-2 : DRAFT 2015 | 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 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) |
| I.S. EN 1993-1-4:2006 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS (INCLUDING IRISH NATIONAL ANNEX) |
| I.S. EN ISO 19902:2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| I.S. EN 40-2:2004 | LIGHTING COLUMNS - PART 2: GENERAL REQUIREMENTS AND DIMENSIONS |
| I.S. EN 10219-1:2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY CONDITIONS |
| I.S. EN 14037-2:2016 | FREE HANGING HEATING AND COOLING SURFACES FOR WATER WITH A TEMPERATURE BELOW 120 DEGREES C - PART 2: PRE-FABRICATED CEILING MOUNTED RADIANT PANELS FOR SPACE HEATING - TEST METHOD FOR THERMAL OUTPUT |
| 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 1537:2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
| I.S. EN 10079:2007 | DEFINITION OF STEEL PRODUCTS |
| 17/30346741 DC : 0 | BS EN 10225-1 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 1: PLATES |
| 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 |
| 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 |
| UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
| EN 1090-2:2008+A1:2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| EN 1993-1-4:2006/A1:2015 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| DIN EN 1993-1-4:2015-10 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| DIN EN 15081 E : 2008 | INDUSTRIAL VALVES - MOUNTING KITS FOR PART-TURN VALVE ACTUATOR ATTACHMENT |
| BS EN 12810-1:2003 | Facade scaffolds made of prefabricated components Product specifications |
| 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 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 10219-1 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY CONDITIONS |
| UNI EN 1993-1-8 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| 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 |
| 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 |
| 17/30346738 DC : 0 | BS EN 10225-2 - WELDABLE STRUCTURAL STEELS FOR FIXED OFFSHORE STRUCTURES - TECHNICAL DELIVERY CONDITIONS - PART 2: SECTIONS |
| 13/30284484 DC : 0 | BS CISPR 14-1 ED 6 - REQUIREMENTS FOR HOUSEHOLD APPLIANCES, ELECTRIC TOOLS AND SIMILAR APPARATUS - PART 1: EMISSION |
| 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 |
| NF EN 1090-2 : 2009 + A1 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| DIN EN 10219-1:2016-01 (Draft) | Cold formed welded structural steel hollow sections - Part 1: General; German and English version prEN 10219-1:2016 |
| BS EN 12063:1999 | Execution of special geotechnical work. Sheet pile walls |
| 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 |
| UNE-EN 14037-2:2017 | Free hanging heating and cooling surfaces for water with a temperature below 120°C - Part 2: Pre-fabricated ceiling mounted radiant panels for space heating - Test method for thermal output |
| BS EN 14037-2:2016 | Free hanging heating and cooling surfaces for water with a temperature below 120°C Pre-fabricated ceiling mounted radiant panels for space heating. Test method for thermal output |
| BS EN 12811-1:2003 | Temporary works equipment Scaffolds. Performance requirements and general design |
| 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 1537:2013 | Execution of special geotechnical works - Ground anchors |
| EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| EN 14037-2:2016 (edition 2) | Free hanging heating and cooling surfaces for water with a temperature below 120C - Part 2: Pre-fabricated ceiling mounted radiant panels for space heating - Test method for thermal output |
| 15/30320416 DC : 0 | BS EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| I.S. EN 12810-1:2004 | FACADE SCAFFOLDS MADE OF PREFABRICATED ELEMENTS - PRODUCT SPECIFICATIONS |
| UNE-EN 1993-1-4:2012 | Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels |
| 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 |
| I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| 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 |
| BS EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels Technical delivery requirements |
| BS EN 15081:2007 | Industrial valves. Mounting kits for part-turn valve actuator attachment |
| BS EN 1537:2013 | Execution of special geotechnical works. Ground anchors |
| UNI EN ISO 19902 : 2013 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
| DIN EN 10079:2007-06 | Definition of steel products |
| DIN EN 12810-1:2004-03 | Facade scaffolds made of prefabricated components - Part 1: Products specifications |
| DIN EN 12811-1:2004-03 | Temporary works equipment - Part 1: Scaffolds - Performance requirements and general design |
| EN 12063:1999 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - SHEET PILE WALLS |
| DIN EN 10219-1:2006-07 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| 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 |
| DIN EN 15081:2008-03 | Industrial valves - Mounting kits for part-turn valve actuator attachment |
| ENV 1993-1-6 : DRAFT 1999 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: GENERAL RULES - SUPPLEMENTARY RULES FOR THE SHELL STRUCTURES |
| EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
| ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
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