EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-3: STRUCTURES SUSCEPTIBLE TO FATIGUE

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-01-2007

Publisher

British Standards Institution

Foreword
1 General
2 Basis of design
3 Materials, constituent products and connecting devices
4 Durability
5 Structural analysis
6 Fatigue resistance and detail categories
Annex A [normative]: Basis for calculation of fatigue
        resistance
Annex B [informative]: Guidance on assessment of crack
        growth by fracture mechanics
Annex C [informative]: Testing for fatigue design
Annex D [informative]: Stress analysis
Annex E [informative]: Adhesively bonded joints
Annex F [informative]: Low cycle fatigue range
Annex G [informative]: Influence of R-ratio
Annex H [informative]: Fatigue strength improvement of welds
Annex I [informative]: Castings
Annex J [informative]: Detail category tables
Annex K [informative]: Hot spot reference detail method
Annex L [informative]: Guidance on use of design methods,
        selection of partial factors, limits for damage values,
        inspection intervals and execution parameters when
        Annex J is adopted
Bibliography

Applies to the design of buildings and civil engineering and structural works in aluminium. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design.

Committee	B/525/9
DevelopmentNote	Supersedes DD ENV 1999-2. (08/2007) National Annex of this document is also available. See BS EN 1999-1-3 NA. (11/2008) Supersedes BS 8118-1(1991). (04/2010) Also available as part of BS KIT 213. (08/2010) 2007 Edition Re-Issued in December 2011 & incorporates AMD 1 2011. (11/2011)
DocumentType	Standard
Pages	108
PublisherName	British Standards Institution
Status	Current
Supersedes	BS 8118-1:1991 DD ENV 1999-2:2000

Standards	Relationship
SN EN 1999-1-3 : 2007 AMD 1 2011	Identical
NF EN 1999-1-3 : 2007 AMD 1 2012	Identical
EN 1999-1-3:2007/A1:2011	Identical
I.S. EN 1999-1-3:2007	Identical
NS EN 1999-1-3 : 2007 AMD 1 2011	Identical
NBN EN 1999-1-3 : 2007 AMD 1 2011	Identical
NEN EN 1999-1-3 : 2007 AMD 1 2011	Identical
UNI EN 1999-1-3 : 2011	Identical

BS 6349-1-4:2013	Maritime works General. Code of practice for materials
BS 6037-1:2017	Planning, design, installation and use of permanently installed access equipment. Code of practice Suspended access equipment
12/30250711 DC : 0	BS 6349-1-4 - MARITIME WORKS - PART 1-4: CODE OF PRACTICE FOR PLANNING, DESIGN, CONSTRUCTION AND MAINTE NANCE OF STRUCTURES SET IN THE MARITIME ENVIRONMENT - MATERIALS
17/30342093 DC : 0	BS 6037-1 - PLANNING, DESIGN, INSTALLATION AND USE OF PERMANENTLY INSTALLED ACCESS EQUIPMENT - CODE OF PRACTICE - PART 1: SUSPENDED ACCESS EQUIPMENT
BS PD6547(2004) : 2004	GUIDANCE ON THE USE OF BS EN 40-3-1 AND BS EN 40-3-3
PD 6702-1:2009	Structural use of aluminium Recommendations for the design of aluminium structures to BS EN 1999
PD 6695-1-9:2008	Recommendations for the design of structures to BS EN 1993-1-9
PD 6705-3:2009	Structural use of steel and aluminium Recommendations for the execution of aluminium structures to BS EN 1090-3
BS EN 1999-1-3 NA : 2007	UK NATIONAL ANNEX TO EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-3: STRUCTURES SUSCEPTIBLE TO FATIGUE

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BS EN 1999-1-3 : 2007

EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-3: STRUCTURES SUSCEPTIBLE TO FATIGUE

Table of Contents

Abstract

General Product Information

International Equivalents

Standards Referenced By This Book

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