NF EN 10143 : 2006
Current
The latest, up-to-date edition.
CONTINUOUSLY HOT-DIP METAL COATED STEEL SHEET AND STRIP - TOLERANCES ON DIMENSIONS AND SHAPE
12-01-2013
Avant-propos
1 Domaine d'application
2 Références normatives
3 Termes et définitions
4 Désignation
5 Mode de livraison
6 Tolérances sur l'épaisseur
7 Tolérances sur la largeur
7.1 Généralités
7.2 Toles et larges bandes refendues d'une largeur
supérieure ou égale à 600 mm
7.3 Larges bandes refendues d'une largeur inférieure
à 600 mm
8 Tolérances sur la longueur
9 Tolérances sur la planéité
9.1 Nuances d'acier ayant une limite d'élasticité, ou
une limite conventionnelle d'élasticité, minimale
spécifiée R[e] ou R[p0,2] < 360 MPa
9.2 Nuances d'acier ayant une limite d'élasticité
minimale spécifiée R[p0,2] >= 360 MPa
10 Tolérances sur l'équerrage
11 Tolérances sur le cambrage
12 Inscriptibilité du format
Bibliographie
Applies to continuously zinc (Z), zinc-iron alloy (ZF), zinc-aluminium alloy (ZA), aluminium-zinc alloy (AZ) and aluminium-silicon alloy (AS) hot-dip coated flat products made of low carbon and high strength steels for cold forming and of structural steels with a minimum thickness of 0,20 mm and a maximum thickness of 6,50 mm.
DevelopmentNote |
Indice de classement: A46-323 PR NF EN 10143 September 2004. (09/2004)
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DocumentType |
Standard
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PublisherName |
Association Francaise de Normalisation
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Status |
Current
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Supersedes |
Standards | Relationship |
I.S. EN 10143:2006 | Identical |
UNE-EN 10143:2007 | Identical |
BS EN 10143:2006 | Identical |
EN 10143:2006 | Identical |
UNI EN 10143 : 2006 | Identical |
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NF EN 14545 : 2009 | TIMBER STRUCTURES - CONNECTORS - REQUIREMENTS |
NF ENV 1993 1-3 : 99 XP | STEEL CONSTRUCTION - EUROCODE 3: DESIGN OF STEEL STRUCTURES AND NATIONAL APPLICATION DOCUMENT - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE MEMBERS AND SHEETING |
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