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I.S. ENV 1993-2:1997

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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

Superseded date

29-01-2007

Published date

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.

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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

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EN 1337-1:2000 Structural bearings - Part 1: General design rules
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EURONORM 18 : 1979 TAKING AND PREPARATION OF SAMPLES AND SAMPLE SECTIONS OF STEEL AND STEEL PRODUCTS
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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
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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
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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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