NF EN 14399-8 : 2008
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
View Superseded by
HIGH-STRENGTH STRUCTURAL BOLTING FOR PRELOADING - PART 8: SYSTEM HV - HEXAGON FIT BOLT AND NUT ASSEMBLIES
09-26-2018
01-12-2013
Avant-propos
Introduction
Tableau 1 - Systèmes d'ensembles (vis + écrous + rondelles)
1 Domaine d'application
2 Références normatives
3 Termes et définitions
4 Vis ajustées
Figure 1 - Dimensions des vis ajustées
Figure 2 - Longueur de serrage sigma t
Tableau 2 - Dimensions des vis ajustées
Tableau 3 - Longueur de serrage sigma t
Tableau 4 - Spécifications des vis et normes de référence
5 Écrous
Figure 3 - Exemple de marquage d'une vis
Figure 4 - Dimensions des écrous
Tableau 5 - Dimensions des écrous a)
Tableau 6 - Spécifications des écrous et normes de
référence
6 Désignation de l'ensemble (vis ajustée + écrou)
7 Rondelles associées
Figure 5 - Exemple de marquage d'un écrou
8 Caractéristiques fonctionnelles de l'ensemble
(vis + écrou + rondelle)
Tableau 7 - Valeurs de delta thêta 1
Tableau 8 - Valeurs de D thêta 2
Bibliographie
Provides requirements for dimensions, associated washer(s) and performance and suitability tests for assemblies with thread sizes M12 to M36 and bolt property class 10.9.
DevelopmentNote |
Indice de classement: E25-801-8. PR NF EN 14399-8 May 2006. (05/2006)
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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Withdrawn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 |
Standards | Relationship |
DIN EN 14399-8:2016-01 (Draft) | Identical |
I.S. EN 14399-8:2007 | Identical |
NEN EN 14399-8 : 2008 | Identical |
NS EN 14399-8 : 1ED 2007 | Identical |
EN 14399-8:2018 | Identical |
BS EN 14399-8:2007 | Identical |
EN 14399-8:2007 | Identical |
ONORM EN 14399-8 : 2008 | Identical |
SN EN 14399-8 : 2008 | Identical |
NBN EN 14399-8 : 2008 | Identical |
UNI EN 14399-8 : 2008 | Identical |
DIN EN 14399-8:2008-03 | Identical |
NF EN 1090-3 : 2009 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
NF EN 14399-1 : 2015 | HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 1: GENERAL REQUIREMENTS |
NF EN ISO 10684 : 2004 | FASTENERS - HOT DIP GALVANIZED COATINGS |
NF EN 26157-1 : 1992 | FASTENERS - SURFACE DISCONTINUITIES - PART 1: BOLTS, SCREWS AND STUDS FOR GENERAL REQUIREMENTS |
NF EN 10045-1 : 1990 | METALLIC MATERIALS - CHARPY IMPACT TEST - PART 1: TEST METHOD |
NF ISO 965-2 : 1999 | ISO GENERAL PURPOSE METRIC SCREW THREADS - TOLERANCES - PART 2: LIMITS OF SIZES FOR GENERAL PURPOSE EXTERNAL AND INTERNAL SCREW THREADS - MEDIUM QUALITY |
NF EN 20898-2 : 1994 | MECHANICAL PROPERTIES OF FASTENERS - PART 2: NUTS WITH SPECIFIED PROOF LOAD VALUES - COARSE THREAD |
NF ISO 261 : 1999 | ISO GENERAL PURPOSE METRIC THREADS - GENERAL PLAN |
NF EN ISO 3269 : 2000 | FASTENERS - ACCEPTANCE INSPECTION |
NF EN ISO 898-1 : 2013 | MECHANICAL PROPERTIES OF FASTENERS MADE OF CARBON STEEL AND ALLOY STEEL - PART 1: BOLTS, SCREWS AND STUDS WITH SPECIFIED PROPERTY CLASSES - COARSE THREAD AND FINE PITCH THREAD |
NF EN 1993 1-8 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
NF ISO 965-5 : 2004 | ISO GENERAL PURPOSE METRIC SCREW THREADS - TOLERANCES - PART 5: LIMITS OF SIZES FOR INTERNAL SCREW THREADS TO MATE WITH HOT-DIP GALVANIZED EXTERNAL SCREW THREADS WITH MAXIMUM SIZE OF TOLERANCE POSITION H BEFORE GALVANIZING |
NF EN 14399-5 : 2015 | HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 5: PLAIN WASHERS |
NF EN ISO 6157-2 : 2004 | FASTENERS - SURFACE DISCONTINUITIES - PART 2: NUTS |
NF EN 14399-2 : 2015 | HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 2: SUITABILITY FOR PRELOADING |
NF EN 14399-6 : 2015 | HIGH-STRENGTH STRUCTURAL BOLTING ASSEMBLIES FOR PRELOADING - PART 6: PLAIN CHAMFERED WASHERS |
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