BS EN 1994-1-1:2004
Current
The latest, up-to-date edition.
Eurocode 4. Design of composite steel and concrete structures General rules and rules for buildings
Hardcopy , PDF
English
31-10-2009
Foreword
Section 1 - General
Section 2 - Basis of design
Section 3 - Materials
Section 4 - Durability
Section 5 - Structural analysis
Section 6 - Ultimate limit states
Section 7 - Serviceability limit states
Section 8 - Composite joints in frames for buildings
Section 9 - Composite slabs with profiled steel sheeting
for buildings
Annex A (Informative) - Stiffness of joint components in
buildings
Annex B (Informative) - Standard tests
Annex C (Informative) - Shrinkage of concrete for composite
structures for buildings
Bibliography
Pertains to the design of composite structures and members for buildings and civil engineering works.
Committee |
B/525/4
|
DevelopmentNote |
Supersedes DD ENV 1994-1.1 (02/2005) National Annex of this document is also available. See BS EN 1994-1-1 NA. (08/2008) Supersedes BS 5950-4(1994). Also available as part of BS KIT 208. (04/2010) Supersedes BS 5950-3.1(1990). (09/2014)
|
DocumentType |
Standard
|
Pages |
122
|
PublisherName |
British Standards Institution
|
Status |
Current
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Supersedes |
1.1.1 Scope of Eurocode 4 Eurocode 4 applies to the design of composite structures and members for buildings and civil engineering works. 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. Eurocode 4 is concerned only with requirements for resistance, serviceability, durability and fire resistance of composite structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered. Eurocode 4 is intended to be used in conjunction with: N 1990 Eurocode: Basis of structural design EN 1991 Eurocode 1: Actions on structures ENs, hENs, ETAGs and ETAs for construction products relevant for composite structures EN 1090 Execution of steel structures and aluminium structures EN 13670 Execution of concrete structures EN 1992 Eurocode 2: Design of concrete structures EN 1993 Eurocode 3: Design of steel structures EN 1997 Eurocode 7: Geotechnical design EN 1998 Eurocode 8: Design of structures for earthquake resistance, when composite structures are built in seismic regions. Eurocode 4 is subdivided in various parts: Part 1-1: General rules and rules for buildings Part 1-2: Structural fire design Part 2: Bridges. 1.1.2 Scope of Part 1-1 of Eurocode 4 EPart 1-1 of Eurocode 4 gives a general basis for the design of composite structures together with specific rules for buildings. EThe following subjects are dealt with in Part 1-1: Section 1: General Section 2: Basis of design Section 3: Materials Section 4: Durability Section 5: Structural analysis Section 6: Ultimate limit states Section 7: Serviceability limit states Section 8: Composite joints in frames for buildings Section 9: Composite slabs with profiled steel sheeting for buildings
Standards | Relationship |
EN 1994-1-1:2004 | Identical |
NF EN 1994-1-1 : 2005 | Identical |
DIN EN 1994-1-1:2010-12 | Identical |
UNI EN 1994-1-1 : 2005 | Identical |
I.S. EN 1994-1-1:2005 | Identical |
SN EN 1994-1-1 : 2004 | Identical |
NS EN 1994-1-1 : 2004 + NA 2009 | Identical |
NEN EN 1994-1-1 : 2011 | Identical |
EN 1994-1-1:2004/AC:2009 | Identical |
BS PAS 8810(2016) : 2016 | TUNNEL DESIGN - DESIGN OF CONCRETE SEGMENTAL TUNNEL LININGS - CODE OF PRACTICE |
BS 5950-3.1(1990) : 1990 | STRUCTURAL USE OF STEELWORK IN BUILDING - PART 3: DESIGN IN COMPOSITE CONSTRUCTION - SECTION 3.1: CODE OF PRACTICE FOR DESIGN OF SIMPLE AND CONTINUOUS COMPOSITE BEAMS |
BS 5400-5:2005 | STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 5: CODE OF PRACTICE FOR THE DESIGN OF COMPOSITE BRIDGES |
07/30163355 DC : 0 | BS 1991-1-6 - UK NATIONAL ANNEX TO EUROCODE 1 - ACTIONS ON STRUCTURES - PART 1-6: GENERAL ACTIONS - ACTIONS DURING EXECUTION |
BS EN 1994-2 NA : 2005 | UK NATIONAL ANNEX TO EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES |
PD 6687-1:2010 | Background paper to the National Annexes to BS EN 1992-1 and BS EN 1992-3 |
ISO 14555:2017 | Welding — Arc stud welding of metallic materials |
ISO 13918:2008 | Welding Studs and ceramic ferrules for arc stud welding |
EN 10025-4:2004 | Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels |
EN 10149-2:2013 | Hot rolled flat products made of high yield strength steels for cold forming - Part 2: Technical delivery conditions for thermomechanically rolled steels |
EN 10025-1:2004 | Hot rolled products of structural steels - Part 1: General technical delivery conditions |
EN 10326:2004 | Continuously hot-dip coated strip and sheet of structural steels - Technical delivery conditions |
EN 10025-5:2004 | Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance |
EN 1090-2:2008+A1:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
EN 10025-6:2004+A1:2009 | Hot rolled products of structural steels - Part 6: Technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition |
EN ISO 14555:2017 | Welding - Arc stud welding of metallic materials (ISO 14555:2017) |
EN 10025-3:2004 | Hot rolled products of structural steels - Part 3: Technical delivery conditions for normalized/normalized rolled weldable fine grain structural steels |
EN 13670:2009 | Execution of concrete structures |
EN 10149-3:2013 | Hot rolled flat products made of high yield strength steels for cold forming - Part 3: Technical delivery conditions for normalized or normalized rolled steels |
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