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EN 1994-2:2005/AC:2008
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EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES
30-07-2008
Foreword
Section 1 General
1.1 Scope
1.2 Normative references
1.3 Assumptions
1.4 Distinction between principles and application rules
1.5 Definitions
1.6 Symbols
Section 2 Basis of design
2.1 Requirements
2.2 Principles of limit states design
2.3 Basic variables
2.4 Verification by the partial factor method
Section 3 Materials
3.1 Concrete
3.2 Reinforcing steel for bridges
3.3 Structural steel for bridges
3.4 Connecting devices
3.5 Prestressing steel and devices
3.6 Tension components in steel
Section 4 Durability
4.1 General
4.2 Corrosion protection at the steel-concrete interface
in bridges
Section 5 Structural analysis
5.1 Structural modelling for analysis
5.2 Structural stability
5.3 Imperfections
5.4 Calculation of action effects
5.5 Classification of cross-sections
Section 6 Ultimate limit states
6.1 Beams
6.2 Resistances of cross-sections of beams
6.3 Filler beam decks
6.4 Lateral-torsional buckling of composite beams
6.5 Transverse forces on webs
6.6 Shear connection
6.7 Composite columns and composite compression members
6.8 Fatigue
6.9 Tension members in composite bridges
Section 7 Serviceability limit states
7.1 General
7.2 Stresses
7.3 Deformations in bridges
7.4 Cracking of concrete
7.5 Filler beam decks
Section 8 Precast concrete slabs in composite bridges
8.1 General
8.2 Actions
8.3 Design, analysis and detailing of the bridge slab
8.4 Interface between steel beam and concrete slab
Section 9 Composite plates in bridges
9.1 General
9.2 Design for local effects
9.3 Design for global effects
9.4 Design of shear connectors
Annex C (Informative) Headed studs that cause splitting forces
in the direction of the slab thickness
C.1 Design resistance and detailing
C.2 Fatigue strength
Pertains to the design of composite structures and members for buildings and civil engineering works.
Committee |
CEN/TC 250
|
DevelopmentNote |
Supersedes ENV 1994-2. (12/2005) Supersedes UNE ENV 1994-2. (04/2010)
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Supersedes |
Standards | Relationship |
NS EN 1994-2 : 2005 + NA 2009 | Identical |
SN EN 1994-2 : 2005 | Identical |
DIN EN 1994-2:2010-12 | Identical |
UNI EN 1994-2 : 2006 | Identical |
I.S. EN 1994-2:2005 | Identical |
UNE-EN 1994-2:2013 | Identical |
SN EN 1994-2-NA : 2016 | Identical |
NEN EN 1994-2 : 2011 | Identical |
BS EN 1994-2:2005 | Identical |
NF EN 1994-2 : 2006 | Identical |
NBN EN 1994-2 : 2006 COR 2008 | Identical |
PN EN 1994-2 : 2010 | Identical |
UNE-EN 1994-2:2011 | Identical |
11/30247279 DC : 0 | BS EN 1337-1 - STRUCTURAL BEARINGS - PART 1: GENERAL |
I.S. EN 1993-5:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING (INCLUDING IRISH NATIONAL ANNEX) |
08/30152055 DC : DRAFT APR 2008 | BS EN 50518-1 - MONITORING AND ALARM RECEIVING CENTER - PART 1: LOCATION AND CONSTRUCTION REQUIREMENTS |
BS EN ISO 19902 : 2007 | PETROLEUM AND NATURAL GAS INDUSTRIES - FIXED STEEL OFFSHORE STRUCTURES |
BS EN 1998-2 : 2005 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES |
BS EN 1993-5:2007 | Eurocode 3. Design of steel structures Piling |
I.S. EN 1998-2:2006 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES |
PREN 13107 : DRAFT 2013 | SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
UNE-EN 1993-1-3:2012 | Eurocode 3 - Design of steel structures - Part 1-3: General rules - Supplementary rules for cold-formed members and sheeting |
DIN EN 1993-1-9:2010-12 | Eurocode 3: Design of steel structures - Part 1-9: Fatigue (includes Corrigendum AC:2009) |
13/30275585 DC : 0 | BS EN 13107 - SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
BS EN 1993-1-3:2006 | Eurocode 3. Design of steel structures General rules - Supplementary rules for cold-formed members and sheeting |
EN 1993-5:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING |
UNI EN 1993-1-3 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING |
UNI EN 1993-1-9 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
UNI EN 1998-2 : 2011 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES |
UNE-EN 1998-2:2012 | Eurocode 8 - Design of structures for earthquake resistance - Part 2: Bridges |
BS EN 1993-1-9:2005 | Eurocode 3. Design of steel structures Fatigue |
EN 1993-1-3:2006/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING |
EN 1998-2:2005/A2:2011 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 2: BRIDGES |
EN 1993-1-9:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
UNE-EN 1993-1-9:2013 | Eurocode 3: Design of steel structures - Part 1-9: Fatigue |
06/30151880 DC : 0 | BS EN 15512 - STEEL STATIC STORAGE SYSTEMS - ADJUSTABLE PALLET RACKING SYSTEMS - PRINCIPLES FOR STRUCTURAL DESIGN |
DIN EN 1993-5:2010-12 | Eurocode 3: Design of steel structures - Part 5: Piling (includes Corrigendum AC:2009) |
DIN EN 1998-2:2011-12 | Eurocode 8: Design of structures for earthquake resistance - Part 2: Bridges (includes Amendment A1:2009 + A2:2011 + Corrigendum AC:2010) |
EN 10025-4:2004 | Hot rolled products of structural steels - Part 4: Technical delivery conditions for thermomechanical rolled weldable fine grain structural steels |
EN 1991-1-6:2005/AC:2013 | Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution |
EN 1991-2:2003/AC:2010 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 2: TRAFFIC LOADS ON BRIDGES |
EN 1993-1-5:2006/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-5: PLATED STRUCTURAL ELEMENTS |
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 1992-2:2005/AC:2008 | EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - PART 2: CONCRETE BRIDGES - DESIGN AND DETAILING RULES |
EN 10326:2004 | Continuously hot-dip coated strip and sheet of structural steels - Technical delivery conditions |
EN 1991-1-5:2003/AC:2009 | EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-5: GENERAL ACTIONS - THERMAL ACTIONS |
EN 10025-5:2004 | Hot rolled products of structural steels - Part 5: Technical delivery conditions for structural steels with improved atmospheric corrosion resistance |
EN 10025-2:2004/AC:2005 | HOT ROLLED PRODUCTS OF STRUCTURAL STEELS - PART 2: TECHNICAL DELIVERY CONDITIONS FOR NON-ALLOY STRUCTURAL STEELS |
EN 1090-2:2008+A1:2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
EN 1993-1-3:2006/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING |
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 1993-1-9:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
EN 1992-1-1:2004/A1:2014 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
EN ISO 14555:2017 | Welding - Arc stud welding of metallic materials (ISO 14555:2017) |
EN 1990:2002/A1:2005/AC:2010 | EUROCODE - BASIS OF STRUCTURAL DESIGN |
EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
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 1993-2:2006/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES |
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 |
EN 1993-1-11:2006/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-11: DESIGN OF STRUCTURES WITH TENSION COMPONENTS |
EN 1993-1-1:2005/A1:2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
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