BS EN 1993-2:2006
Current
The latest, up-to-date edition.
Eurocode 3. Design of steel structures Steel bridges
Hardcopy , PDF
English
31-01-2010
1 General
1.1 Scope
1.2 Normative references
1.3 Assumptions
1.4 Distinction between principles and application
rules
1.5 Terms and definitions
1.6 Symbols
1.7 Conventions for member axes
2 Basis of design
2.1 Requirements
2.2 Principles of limit state design
2.3 Basic variables
2.4 Verification by the partial factor method
2.5 Design assisted by testing
3 Materials
3.1 General
3.2 Structural steel
3.3 Connecting devices
3.4 Cables and other tension elements
3.5 Bearings
3.6 Other bridge components
4 Durability
5 Structural analysis
5.1 Structural modelling for analysis
5.2 Global analysis
5.3 Imperfections
5.4 Methods of analysis considering material
non-linearities
5.5 Classification of cross sections
6 Ultimate limit states
6.1 General
6.2 Resistance of cross sections
6.3 Buckling resistance of members
6.4 Built-up compression members
6.5 Buckling of plates
7 Serviceability limit states
7.1 General
7.2 Calculation models
7.3 Limitations for stress
7.4 Limitation of web breathing
7.5 Limits for clearance gauges
7.6 Limits for visual impression
7.7 Performance criteria for railway bridges
7.8 Performance criteria for road bridges
7.9 Performance criteria for pedestrian bridges
7.10 Performance criteria for the effect of wind
7.11 Accessibility of joint details and surfaces
7.12 Drainage
8 Fasteners, welds, connections and joints
8.1 Connections made of bolts, rivets and pins
8.2 Welded connections
9 Fatigue assessment
9.1 General
9.2 Fatigue loading
9.3 Partial factors for fatigue verifications
9.4 Fatigue stress range
9.5 Fatigue assessment procedures
9.6 Fatigue strength
9.7 Post weld treatment
10 Design assisted by testing
10.1 General
10.2 Types of tests
10.3 Verification of aerodynamic effects on bridges
by testing
Annex A [informative] - Technical specifications for
bearings
A.1 Scope
A.2 Symbols
A.3 General
A.4 Preparation of the bearing schedule
A.5 Supplementary rules for particular types
of bearings
Annex B [informative] - Technical specifications for
expansion joints for road bridges
B.1 Scope
B.2 Technical specifications
B.3 Imposed loads, displacements and rotations from
bridge movements
Annex C [informative] - Recommendations for the structural
detailing of steel bridge decks
C.1 Highway bridges
C.2 Railway bridges
C.3 Tolerances for semi-finished products and
fabrication
Annex D [informative] - Buckling lengths of members in
bridges and assumptions for geometrical
imperfections
D.1 General
D.2 Trusses
D.3 Arched Bridges
Annex E [informative] - Combination of effects from local
wheel and tyre loads and from global traffic loads
on road bridges
E.1 Combination rule for global and local load effects
E.2 Combination factor
Offers a general basis for the structural design of steel bridges and steel parts of composite bridges.
Committee |
CB/203
|
DevelopmentNote |
National Annex of this document is also available. See BS EN 1993-2 NA. (05/2008) Supersedes BS 5400-3(2000). (04/2010) Also available as part of BS KIT 207. (08/2010)
|
DocumentType |
Standard
|
Pages |
106
|
PublisherName |
British Standards Institution
|
Status |
Current
|
Supersedes |
1.1.1 Scope of Eurocode 3
See 1.1.1(1), (2), (3), (4), (5) and (6) of EN 1993-1-1.
1.1.2 Scope of Part 2 of Eurocode 3
EN 1993-2 provides a general basis for the structural design of steel bridges and steel parts of composite bridges. It gives provisions that supplement, modify or supersede the equivalent provisions given in the various parts of EN 1993-1.
The design criteria for composite bridges are covered in EN 1994-2.
The design of high strength cables and related parts are included in EN 1993-1-11.
This European Standard is concerned only with the resistance, serviceability and durability of bridge structures. Other aspects of design are not considered.
For the execution of steel bridge structures, EN 1090 should be taken into account.
NOTE: As long as EN 1090 is not yet available a provisional guidance is given in Annex C.
Execution is covered to the extent that is necessary to indicate the quality of the construction materials and products that should be used and the standard of workmanship needed to comply with the assumptions of the design rules.
Special requirements of seismic design are not covered. Reference should be made to the requirements given in EN 1998, which complements and modifies the rules of EN 1993-2 specifically for this purpose.
Standards | Relationship |
NEN EN 1993-2 : 2011 | Identical |
SN EN 1993-2 : 2006 | Identical |
UNI EN 1993-2 : 2007 | Identical |
NBN EN 1993-2 : 2007 COR 2009 | Identical |
NF EN 1993-2 : 2007 | Identical |
I.S. EN 1993-2:2006 | Identical |
NS EN 1993-2 : 2006 + NA 2009 | Identical |
EN 1993-2:2006 | Equivalent |
DIN EN 1993-2:2010-12 | 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 |
BS 5502-22(2003) : 2003 | BUILDINGS AND STRUCTURES FOR AGRICULTURE - PART 22: CODE OF PRACTICE FOR DESIGN, CONSTRUCTION AND LOADING |
13/30262060 DC : 0 | BS 5502-22+A1 - BUILDINGS AND STRUCTURES FOR AGRICULTURE - PART 22: CODE OF PRACTICE FOR DESIGN, CONSTRUCTION AND LOADING |
BS PD6695-2(2008) : 2008 | RECOMMENDATIONS FOR THE DESIGN OF BRIDGES TO BS EN 1993 |
BS EN 1993-1-9 NA : 2005 | UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
PD 6703:2009 | Structural bearings. Guidance on the use of structural bearings |
07/30128140 DC : 0 | BS EN 1993-1-10 - NATIONAL ANNEX TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH THICKNESS PROPERTIES |
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 |
BS EN 1993-1-10 NA : 2005 | NATIONAL ANNEX (INFORMATIVE) TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH THICKNESS PROPERTIES |
BS PD6696-2(2007) : 2007 | BACKGROUND PAPER TO BS EN 1994-2 AND THE UK NATIONAL ANNEX TO BS EN 1994-2 |
BS EN 1991-1-5 NA : 2003 | UK NATIONAL ANNEX TO EUROCODE 1: ACTIONS ON STRUCTURES - PART 1-5: GENERAL ACTIONS - THERMAL ACTIONS |
07/30128138 DC : 0 | BS EN 1993-1-9 - NATIONAL ANNEX TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
EN ISO 5817:2014 | Welding - Fusion-welded joints in steel, nickel, titanium and their alloys (beam welding excluded) - Quality levels for imperfections (ISO 5817:2014) |
EN ISO 15613:2004 | Specification and qualification of welding procedures for metallic materials - Qualification based on pre-production welding test (ISO 15613:2004) |
EN 10029:2010 | Hot-rolled steel plates 3 mm thick or above - Tolerances on dimensions and shape |
EN 10164:2004 | Steel products with improved deformation properties perpendicular to the surface of the product - Technical delivery conditions |
EN ISO 9013:2017 | Thermal cutting - Classification of thermal cuts - Geometrical product specification and quality tolerances (ISO 9013:2017) |
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