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EN ISO 10513:2012
Current
The latest, up-to-date edition.
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Prevailing torque type all-metal hexagon high nuts with metric fine pitch thread - Property classes 8, 10 and 12 (ISO 10513:2012)
19-12-2012
Foreword
1 Scope
2 Normative references
3 Dimensions
4 Requirements and reference International Standards
5 Designation
Bibliography
ISO 10513:2012 specifies the characteristics of prevailing torque type all-metal hexagon high nuts with metric fine pitch thread with nominal thread diameters, D, from 8 mm up to and including 36 mm, in product grade A for diameter sizes up to and including 16 mm and product grade B for diameter sizes above 16 mm, and with property classes 8, 10 and 12.
Committee |
CEN/TC 185
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Standards | Relationship |
NBN EN ISO 10513 : 2013 | Identical |
NF EN ISO 10513 : 2013 | Identical |
NEN EN ISO 10513 : 2013 | Identical |
UNE-EN ISO 10513:2013 | Identical |
DIN EN ISO 10513:2013-05 | Identical |
UNI EN ISO 10513 : 2013 | Identical |
SN EN ISO 10513:2013 | Identical |
I.S. EN ISO 10513:2012 | Identical |
ISO 10513:2012 | Identical |
BS EN ISO 10513:2012 | Identical |
DIN EN ISO 10513:2016-05 (Draft) | Identical |
NS EN ISO 10513 : 2012 | Identical |
PN EN ISO 10513 : 2013 | Identical |
UNE-EN 1993-1-8:2013 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints |
DIN EN 1090-3:2008-09 | EXECUTION OF STEEL AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL RULES FOR EXECUTION OF ALUMINIUM STRUCTURES |
BS EN 1090-3:2008 | Execution of steel structures and aluminium structures Technical requirements for aluminium structures |
DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
PREN 1090-3 : DRAFT 2017 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
PREN 1090-2 : DRAFT 2015 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
I.S. EN 1090-3:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1090-2:2015-07 (Draft) | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNI EN 1090-2 : 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1993-1-8:2010-12 | Eurocode 3: Design of steel structures - Part 1-8: Design of joints (includes Corrigendum AC:2009) |
05/30132920 DC : DRAFT APR 2005 | EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR THE EXECUTION OF STEEL STRUCTURES |
15/30320416 DC : 0 | BS EN 1090-2 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
EN 1090-2:2008+A1:2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
EN 1090-3:2008 | Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures |
UNI EN 1993-1-8 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
UNI EN 1090-3 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
17/30348949 DC : 0 | BS EN 1090-3 - EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 3: TECHNICAL REQUIREMENTS FOR ALUMINIUM STRUCTURES |
BS EN 1993-1-8:2005 | Eurocode 3. Design of steel structures Design of joints |
EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNE-EN 1090-3:2011 | Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures |
ISO 898-2:2012 | Mechanical properties of fasteners made of carbon steel and alloy steel — Part 2: Nuts with specified property classes — Coarse thread and fine pitch thread |
ISO 10683:2014 | Fasteners Non-electrolytically applied zinc flake coatings |
ISO 4042:1999 | Fasteners Electroplated coatings |
ISO 8674:2012 | Hexagon high nuts (style 2) with metric fine pitch thread — Product grades A and B |
ISO 4759-1:2000 | Tolerances for fasteners — Part 1: Bolts, screws, studs and nuts — Product grades A, B and C |
ISO 2320:2015 | Fasteners Prevailing torque steel nuts Functional properties |
ISO 724:1993 | ISO general-purpose metric screw threads — Basic dimensions |
ISO 965-2:1998 | ISO general purpose metric screw threads — Tolerances — Part 2: Limits of sizes for general purpose external and internal screw threads — Medium quality |
ISO 225:2010 | Fasteners Bolts, screws, studs and nuts Symbols and descriptions of dimensions |
ISO 261:1998 | ISO general purpose metric screw threads — General plan |
ISO 6157-2:1995 | Fasteners Surface discontinuities Part 2: Nuts |
ISO 8992:2005 | Fasteners — General requirements for bolts, screws, studs and nuts |
ISO 3269:2000 | Fasteners Acceptance inspection |
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