NF EN 10219-2 : 2006
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES
09-29-2021
01-12-2013
Avant-propos
1 Domaine d'application
2 Références normatives
3 Termes et définitions
4 Symboles
5 Informations à obtenir par le producteur
6 Tolérances
7 Mesurage des dimensions et de la forme
7.1 Généralités
7.2 Dimensions extérieures
7.3 Épaisseur
7.4 Ovalisation
7.5 Concavité et convexité
7.6 Perpendicularité des cotés
7.7 Profil d'arrondi externe
7.8 Vrillage
7.9 Rectitude
8 Dimensions et caractéristiques de profil
Annexe A (informative) Tolérances complémentaires pour
les tubes utilisés comme pieux
Annexe B (normative) Formules pour le calcul des
caractéristiques de profil
Annexe C (normative) Caractéristiques de profil pour une
gamme limitée de dimensions courantes
Bibliographie
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 mm; Square: Outside dimensions up to 500 mm x 500 mm; Rectangular: Outside dimensions up to 500 mm x 300 mm.
DevelopmentNote |
Supersedes NFA 49 541. (10/2001) Indice de classement: A49-540-2. PR NF EN 10219-2 June 2003. (06/2003)
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DocumentType |
Standard
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PublisherName |
Association Francaise de Normalisation
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Status |
Withdrawn
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SupersededBy | |
Supersedes |
Standards | Relationship |
BS EN 10219-2:2006 | 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 |
ONORM EN 10219-2 : 2006 | Identical |
SN EN 10219-2 : 2006 | Identical |
UNE-EN 10219-2:2007 | Identical |
UNI EN 10219-2 : 2006 | Identical |
EN 10219-2:2006 | Identical |
EN 10219-2:2019 | Identical |
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 |
NFP 22 501-1 : 98 XP | EXECUTION OF STEEL STRUCTURES - PART 1: GENERAL RULES AND RULES FOR BUILDINGS |
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 |
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 |
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 |
NF EN 10219-1 : 2006 | COLD FORMED WELDED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 1: TECHNICAL DELIVERY REQUIREMENTS |
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