NF EN 10029 : 2011
Current
The latest, up-to-date edition.
HOT ROLLED STEEL PLATES 3 MM THICK OR ABOVE - TOLERANCES ON DIMENSIONS, SHAPE AND MASS
12-01-2013
Avant-propos
1 Domaine d'application
2 Références normatives
3 Définition
4 Informations à fournir par l'acheteur
4.1 Généralités
4.2 Options
5 Désignation
6 Forme de la livraison
7 Tolérances sur les dimensions
7.1 Épaisseur
7.2 Largeur
7.3 Longueur
8 Tolérances de forme
8.1 Cambrage des rives et défaut d'équerrage
8.2 Planéité
9 Masse excédentaire
10 Mesures
10.1 Épaisseur
10.2 Largeur
10.3 Longueur
10.4 Cambrage des rives
10.5 Défaut d'équerrage
10.6 Planéité
11 Options
Annexe A (informative) Liste des normes nationales
correspondant à l'EURONORM 91
Describes requirements for tolerances for hot-rolled non-alloy and alloy steel plates including stainless steels with thickness greater than or equal to 3mm and less than or equal to 250mm, width greater than or equal to 600mm, and specified minimum yield strength less than 700 N/mm sq. Does not apply to round plates, sketch plates, chequer or raised-droplet pattern floor plates and wide flats for which other EURONORMS exist. Covers normative references, definition, information to be supplied by the purchaser, designation, form of supply, tolerance on dimensions, tolerances on shape, excess mass, measurements and options.
| DevelopmentNote |
Indice de classement: A46-503. PR NF EN 10029 June 2009. (06/2009)
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| DocumentType |
Standard
|
| PublisherName |
Association Francaise de Normalisation
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| Status |
Current
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| Standards | Relationship |
| I.S. EN 10029:2010 | Identical |
| EN 10029:2010 | Identical |
| DIN EN 10029:2011-02 | Identical |
| UNI EN 10029 : 2011 | Identical |
| BS EN 10029:2010 | Identical |
| NF EN 10025-4 : 2005 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 4: TECHNICAL DELIVERY CONDITIONS FOR THERMOMECHANICAL ROLLED WELDABLE FINE GRAIN STRUCTURAL STEELS |
| NF EN 1993-1-4 : 2007 AMD 1 2015 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-4: GENERAL RULES - SUPPLEMENTARY RULES FOR STAINLESS STEELS |
| NF EN 10025-6 : 2005 + A1 2009 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 6: TECHNICAL DELIVERY CONDITIONS FOR FLAT PRODUCTS OF HIGH YIELD STRENGTH STRUCTURAL STEELS IN THE QUENCHED AND TEMPERED CONDITION |
| NF EN 10025-2 : 2005 | HOT-ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 2: TECHNICAL DELIVERY CONDITIONS FOR NON-ALLOY STRUCTURAL STEELS |
| 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 |
| NFP 22 311 : 92 AMD 2 2002 XP | STEEL CONSTRUCTION - EUROCODE 3: "DESIGN OF STEEL STRUCTURES" AND NATIONAL APPLICATION DOCUMENT - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| NF EN 10025-5 : 2005 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 5: TECHNICAL DELIVERY CONDITIONS FOR STRUCTURAL STEELS WITH IMPROVED ATMOSPHERIC CORROSION RESISTANCE |
| NF EN 10025-3 : 2005 | HOT-ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 3: TECHNICAL DELIVERY CONDITIONS FOR NORMALIZED/NORMALIZED ROLLED WELDABLE FINE GRAIN STRUCTURAL STEELS |
| NF ENV 1993-2 : 2000 XP | EUROCODE 3: DESIGN OF STEEL STRUCTURES AND NATIONAL APPLICATION DOCUMENT - PART 2: STEEL BRIDGES |
| NF EN 14545 : 2009 | TIMBER STRUCTURES - CONNECTORS - REQUIREMENTS |
| XP P98 550-1 : 2008 XP | OVERHEAD ROAD TRAFFIC SIGNS - GANTRIES, CANTILEVERS AND HIGH MASTS - PART 1: CALCULATION, SPECIFICATIONS, IMPLEMENTATION, CONTROL, MAINTENANCE, SURVEILLANCE |
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