NF EN 1993-4-3 : 2007
Current
The latest, up-to-date edition.
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES
12-01-2013
Foreword
Background of the Eurocode programme
Status and field of application of Eurocodes
National Standards implementing Eurocodes
Links between Eurocodes and harmonised technical
specifications (EN[s] and ETA[s])
Additional information specific to EN 1993-4-3
National Annex for EN 1993-4-3
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 S.I. units
1.7 Symbols used in Part 4-3 of Eurocode 3
1.8 Terminology
2 Basis of design
2.1 General
2.2 Fundamental requirements for pipelines
2.3 Reliability differentiation
2.4 Methods of analysis
2.5 Ultimate limit states
2.6 Serviceability limit state
3 Properties of materials
3.1 General
3.2 Mechanical properties of pipeline steels
3.3 Mechanical properties of welds
3.4 Toughness requirements of plate materials and welds
3.5 Fasteners
3.6 Soil properties
4 Actions
4.1 Actions to be considered
4.2 Partial factors for actions
4.3 Load combinations for ultimate limit states
4.4 Load combinations for serviceability limit
state design
5 Analysis
5.1 Structural models
5.2 Ultimate limit state verification
5.3 Serviceability limit state verifications
6 Structural design aspects of fabrication and
erection
Annex A: [informative] - Analysis of resistances,
deformations, stresses and strains of buried
pipelines
A.1 Procedure and scope of analysis
A.2 Analysis for straight pipes
A.3 Analysis for bends
Annex B: [informative] - Bibliography to National Standards
and design guides
Annex C: [informative] - Bibliography
C.1 General bibliography on pipelines
C.2 Bibliography on geotechnical engineering
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