BS EN 14399-3:2015
Current
The latest, up-to-date edition.
High-strength structural bolting assemblies for preloading System HR. Hexagon bolt and nut assemblies
Hardcopy , PDF
English
02-28-2015
Foreword
Introduction
1 Scope
2 Normative references
3 Bolts
4 Nuts
5 Designation of the bolt/nut assemblies
6 Associated washers
7 Functional characteristics of the bolt/nut/washer(s) assembly
Annex A (normative) - Clamp lengths and grip lengths
Bibliography
Defines together with EN 14399-1 and EN 14399-2, the requirements for assemblies of high-strength structural bolts and nuts of system HR suitable for preloaded joints with large widths across flats, thread sizes M12 to M36 and property classes 8.8/8 or 8.8/10 and 10.9/10.
Committee |
FME/9/-/2
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DevelopmentNote |
Supersedes 02/704462 DC. (11/2005) Together with BS EN 14399-1, BS EN 14399-2, BS EN 14399-4, BS EN 14399-5, BS EN 14399-6, BS EN 14399-7, BS EN 14399-8 and BS EN 14399-10 it supersedes BS 4395-1(1969) and BS 4395-2(1969). (07/2009) Supersedes 13/30277431 DC. (02/2015)
|
DocumentType |
Standard
|
Pages |
32
|
PublisherName |
British Standards Institution
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Status |
Current
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Supersedes |
This European Standard specifies, together with EN14399‑1 and EN14399‑2 , the requirements for assemblies of high-strength structural bolts and nuts of system HR suitable for preloaded joints with large widths across flats, thread sizes M12 to M36 and property classes 8.8/8 or 8.8/10 and 10.9/10. Bolting assemblies in accordance with this document have been designed to allow preloading of at least 0,7 f ub× A s 1) according to EN1993‑1‑8 (Eurocode 3) and to obtain ductility predominantly by plastic elongation of the bolt. For this purpose the components have the following characteristics: normal nut height (style 1), see ENISO4032 ; thread length of the bolt according to ISO888 . Bolting assemblies in accordance with this document include washers according to EN14399‑6 or to EN14399‑5 (under the nut only). NOTE Attention is drawn to the importance of ensuring that bolting assemblies are correctly used if satisfactory results are to be obtained. For recommendations concerning proper application, reference to EN1090‑2 is made. General requirements and requirements for suitability for preloading are specified in EN14399‑2 . Clamp lengths and grip lengths for the bolting assemblies are specified in the normative AnnexA.
Standards | Relationship |
NBN EN 14399-3 : 2015 | Identical |
UNI EN 14399-3 : 2005 | Identical |
EN 14399-3:2015 | Identical |
NEN EN 14399-3 : 2015 | Identical |
SN EN 14399-3 : 2015 | Identical |
I.S. EN 14399-3:2015 | Identical |
NF EN 14399-3 : 2015 | Identical |
NS EN 14399-3 : 2015 | Identical |
DIN EN 14399-3:2015-04 | Identical |
BS PD6705-2(2010) : 2010 | STRUCTURAL USE OF STEEL AND ALUMINIUM - PART 2: RECOMMENDATIONS FOR THE EXECUTION OF STEEL BRIDGES TO BS EN 1090-2 |
PD 6705-3:2009 | Structural use of steel and aluminium Recommendations for the execution of aluminium structures to BS EN 1090-3 |
ISO 272:1982 | Fasteners — Hexagon products — Widths across flats |
EN 14399-8:2007 | High-strength structural bolting assemblies for preloading - Part 8: System HV - Hexagon fit bolt and nut assemblies |
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 10684:2004 | Fasteners — Hot dip galvanized coatings |
ISO 965-5:1998 | 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 |
ISO 4759-1:2000 | Tolerances for fasteners — Part 1: Bolts, screws, studs and nuts — Product grades A, B and C |
ISO 6157-1:1988 | Fasteners — Surface discontinuities — Part 1: Bolts, screws and studs for general requirements |
EN 26157-1:1991 | Fasteners - Surface discontinuities - Part 1: Bolts, screws and studs for general requirements (ISO 6157-1:1988) |
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 4032:2012 | Hexagon regular nuts (style 1) — Product grades A and B |
ISO 3508:1976 | Thread run-outs for fasteners with thread in accordance with ISO 261 and ISO 262 |
EN ISO 4759-1:2000 | Tolerances for fasteners - Part 1: Bolts, screws, studs and nuts - Product grades A, B and C (ISO 4759-1:2000) |
EN ISO 3269:2000 | FASTENERS - ACCEPTANCE INSPECTION |
EN 14399-6:2015 | High-strength structural bolting assemblies for preloading - Part 6: Plain chamfered washers |
EN 14399-1:2015 | High-strength structural bolting assemblies for preloading - Part 1: General requirements |
ISO 888:2012 | Fasteners — Bolts, screws and studs — Nominal lengths and thread lengths |
EN 14399-4:2015 | High-strength structural bolting assemblies for preloading - Part 4: System HV - Hexagon bolt and nut assemblies |
ISO 261:1998 | ISO general purpose metric screw threads — General plan |
EN 1090-2:2008+A1:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
ISO 6157-2:1995 | Fasteners Surface discontinuities Part 2: Nuts |
EN 14399-7:2007 | High-strength structural bolting assemblies for preloading - Part 7: System HR - Countersunk head bolt and nut assemblies |
EN ISO 6157-2:2004 | Fasteners - Surface discontinuities - Part 2: Nuts (ISO 6157-2:1995) |
EN ISO 4032:2012 | Hexagon regular nuts (style 1) - Product grades A and B (ISO 4032:2012) |
EN 14399-5:2015 | High-strength structural bolting assemblies for preloading - Part 5: Plain washers |
ISO 3269:2000 | Fasteners Acceptance inspection |
EN 14399-2:2015 | High-strength structural bolting assemblies for preloading - Part 2: Suitability for preloading |
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 |
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