I.S. ENV 1993-2:1997
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES
29-01-2007
12-01-2013
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
Dates of withdrawal of national standards are available from NSAI.
Foreword
1 General
1.1 Scope
1.2 Distinction between principles and application rules
1.3 Normative references
1.4 Definitions
1.5 Symbols
2 Basis of design
2.1 General
2.2 Requirements
2.3 Limit states
2.4 Actions
3 Materials
3.1 General
3.2 Structural steel
3.3 Connecting devices
3.4 Cables
3.5 Bearings
3.6 Other items
4 Serviceability limit states
4.1 Basis
4.2 Calculation models
4.3 Limitations for stress
4.4 Limitation of web breathing
4.5 Limits for clearance gauges
4.6 Limits for visual impression
4.7 Performance criteria for railway bridges
4.8 Performance criteria for road bridges
4.9 Performance criteria for pedestrian bridges
4.10 Performance criteria for effects of wind
4.11 Accessibility of joint details and surfaces
4.12 Drainage
5 Ultimate limit states
5.1 Basis
5.2 Calculation of internal forces and moments
5.3 Classification of cross-sections
5.4 Resistance of cross-sections
5.5 Buckling resistance of members
5.6 Shear buckling resistance
5.7 Resistance of webs to transverse force
5.8 Trusses and triangulated structures
5.9 Built up compression members
5.10 Arches
5.11 Cables
6 Fasteners, welds and connections
6.1 Basis
6.2 Connections in shear subject to stress fluctuations
due to traffic
6.3 Fasteners
6.4 Connections using fasteners or pins
6.5 Welded connections
6.6 Splices
6.7 Beam-to-column type connections
6.8 Cable anchorages
6.9 Eyebars
7 Fabrication and erection
7.1 Requirements
7.2 Documentation
7.3 Geometrical tolerances
7.4 Fitted bolts and pins
7.5 Restrictions on welding
7.6 Post weld treatment
7.7 Erection
7.8 Protective treatment
8 Design assisted by testing
8.1 General
8.2 Types of tests
8.3 Verification of aerodynamic effects on bridges by
testing as a result of wind action
9 Fatigue assessment
9.1 General
9.2 Fatigue loading
9.3 Partial factors for fatigue verifications
9.4 Fatigue stress spectra
9.5 Fatigue assessment procedures
9.6 Fatigue strength
9.7 Post weld treatment
Annex A (normative) High strength cables
Annex B (normative) Bearings
Annex C (informative) Design against brittle fracture
Annex D (informative) Guidance on the choice of through
thickness grade
Annex E (informative) Expansion joints for road bridges
Annex F (informative) Fatigue assessment of slender elements
of bridges due to wind-induced vibrations
Annex G (informative) Special considerations for structural
detailing
Annex H (informative) Buckling lengths of members in bridges
Annex J (informative) Injection bolts
Annex K (informative) Tolerances for fabrication and erection
of steel bridges
Annex L (informative) Fatigue strength category tables
Provides a general basis for the structural design of steel bridges, steel parts of composite bridges and also steel temporary works in bridges. Gives provisions that supplement, modify or supersede the equivalent provisions given in ENV 1993-1-1, to which reference shall also be made.
DocumentType |
Standard
|
PublisherName |
National Standards Authority of Ireland
|
Status |
Superseded
|
SupersededBy |
Standards | Relationship |
ENV 1993-2 : 1997 | Identical |
I.S. ENV 1993-5:1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
ISO 2408:2017 | Steel wire ropes — Requirements |
ENV 1991-3:1995/AC:1998 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - TRAFFIC LOADS ON BRIDGES |
EN 10051:2010 | Continuously hot-rolled strip and plate/sheet cut from wide strip of non-alloy and alloy steels - Tolerances on dimensions and shape |
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EN 1337-1:2000 | Structural bearings - Part 1: General design rules |
EN 10029:2010 | Hot-rolled steel plates 3 mm thick or above - Tolerances on dimensions and shape |
EURONORM 18 : 1979 | TAKING AND PREPARATION OF SAMPLES AND SAMPLE SECTIONS OF STEEL AND STEEL PRODUCTS |
EN 10164:2004 | Steel products with improved deformation properties perpendicular to the surface of the product - Technical delivery conditions |
ENV 1992-2 : DRAFT 96 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - CONCRETE BRIDGES |
ENV 1991-2-6 : DRAFT 1997 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - ACTIONS DURING EXECUTION |
ENV 1991-1 : DRAFT 1994 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - BASIS OF DESIGN |
ENV 1090-1 : DRAFT 1996 | EXECUTION OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
ISO 8369:1986 | Large diameter steel wire ropes |
EN 10025:1990/A1:1993 | HOT ROLLED PRODUCTS OF NON-ALLOY STRUCTURAL STEELS - TECHNICAL DELIVERY CONDITIONS |
ENV 1993-1-5 : DRAFT 97 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES - SUPPLEMENTARY RULES FOR PLANAR PLATED STRUCTURES WITHOUT TRANSVERSE LOADING |
ENV 1090-5 : DRAFT 1998 | EXECUTION OF STEEL STRUCTURES - SUPPLEMENTARY RULES FOR BRIDGES |
EURONORM 58 : 1978 | HOT-ROLLED FLAT STEEL FOR GENERAL USE |
ENV 1991-2-4 : 1995 | EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - WIND ACTIONS (TOGETHER WITH UNITED KINGDOM NATIONAL APPLICATION DOCUMENT) |
ENV 1993-5 : 1998 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 5: PILING |
EN 10204:2004 | Metallic products - Types of inspection documents |
EN 10155 : 1993 | STRUCTURAL STEELS WITH IMPROVED ATMOSPHERIC CORROSION RESISTANCE - TECHNICAL DELIVERY CONDITIONS |
ISO 286-2:2010 | Geometrical product specifications (GPS) ISO code system for tolerances on linear sizes Part 2: Tables of standard tolerance classes and limit deviations for holes and shafts |
ISO 8930:1987 | General principles on reliability for structures List of equivalent terms |
ISO 12944-3:2017 | Paints and varnishes — Corrosion protection of steel structures by protective paint systems — Part 3: Design considerations |
ENV 1991-2-7 : DRAFT 98 | EUROCODE 1 - BASIS OF DESIGN AND ACTIONS ON STRUCTURES - ACTIONS ON STRUCTURES - ACCIDENTAL ACTIONS DUE TO IMPACT AND EXPLOSIONS |
ENV 1993-1-1:1992/A2:1998 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - GENERAL RULES AND RULES FOR BUILDINGS |
EURONORM 91 : 1981 | HOT-ROLLED WIDE FLATS - PERMISSIBLE DEVIATIONS FOR DIMENSION, FORM AND WEIGHT |
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