NF EN 10219-1 : 2006
Current
The latest, up-to-date edition.
COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY REQUIREMENTS
12-01-2013
Avant-propos
1 Domaine d'application
2 Références normatives
3 Définitions
4 Classification et désignation
5 Informations à fournir par l'acheteur
6 Prescriptions techniques
7 Controles et essais
8 Échantillons
9 Méthodes d'essai
10 Marquage
Annexe A (normative) Profils creux pour la construction
en aciers non alliés - Composition chimique et
caractéristiques mécaniques
Annexe B (normative) Profils creux pour la construction
en aciers à grains fins - Composition chimique et
caractéristiques mécaniques
Annexe C (normative) Emplacement des échantillons et des
éprouvettes (dans le produit)
Annexe D (informative) Liste des normes nationales
correspondant aux EURONORM de référence
Annexe E (informative) Désignation des nuances des produits
en acier de la présente norme et désignations
nationales antérieures correspondantes
Describes the technical delivery conditions for cold formed welded structural hollow sections of circular, square or rectangular forms and applies to structural hollow sections formed cold without subsequent heat treatment.
| DevelopmentNote |
Supersedes NFA 49 541. (10/2001) Indice de classement: A49-540-1. PR NF EN 10219-1 June 2003. (06/2003)
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| DocumentType |
Standard
|
| PublisherName |
Association Francaise de Normalisation
|
| Status |
Current
|
| Supersedes |
| Standards | Relationship |
| UNI EN 10219-1 : 2006 | Identical |
| BS EN 10219-1:2006 | Identical |
| EN 10219-1:2006 | Identical |
| UNE-EN 10219-1:2007 | Identical |
| DIN EN 10219-1:2016-01 (Draft) | Identical |
| DIN EN 10219-1:2006-07 | Identical |
| I.S. EN 10219-1:2006 | Identical |
| NF EN 10219-2 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
| NF ISO 6164 : 2004 | HYDRAULIC FLUID POWER - FOUR-SCREW, ONE-PIECE SQUARE-FLANGE CONNECTIONS FOR USE AT PRESSURES OF 25 MPA AND 40 MPA (250 BAR AND 400 BAR) |
| NF EN 1993 1-10 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
| NFP 93 354 : 2011 | BUILDING SITE EQUIPMENT - BRACKET SCAFFOLDING - PRODUCT SPECIFICATION - TEST METHOD |
| NF EN 12979 : 2003 | AUTOMOTIVE LPG-SYSTEMS - INSTALLATION REQUIREMENTS |
| NF EN 1993 1-8 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| NFP 22 501-1 : 98 XP | EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
| XP P98 424 : 98 XP | ROAD SAFETY BARRIERS - BN5 SAFETY BARRIERS - COMPOSITION, OPERATION, HOLDING PERFORMANCES, INSTALLATION AND MOUNTING CONDITIONS, COMPONENTS |
| NF ISO 11901-2 : 2004 | TOOLS FOR PRESSING - GAS SPRINGS - PART 2: SPECIFICATION OF ACCESSORIES |
| NF EN 1993 1-1 : 2005 AMD 1 2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| FD CR 10313 : 2000 FD | CLASSIFICATION OF GRADES OF STEEL - EXAMPLES OF CLASSIFICATION RELATED TO EUROPEAN STANDARDS |
| NF EN 1993 1-2 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
| XP P98 422 : 2000 XP | ROAD SAFETY BARRIERS - REINFORCED CONCRETE AND METAL BN1 AND BN2 SAFETY BARRIERS - COMPOSITION, OPERATION, HOLDING PERFORMANCES, INSTALLATION AND MOUNTING CONDITIONS, COMPONENTS |
| NFP 93 355 : 2010 AMD 1 2012 | BUILDING SITE EQUIPMENT - TEMPORARY PERIPHERAL PROTECTION FOR ROOF WATERPROOFING WORKS - PRODUCT SPECIFICATION, TEST METHOD |
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