EN 1993-4-3:2007/AC:2009
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES
04-25-2018
01-12-2013
Foreword
Background of the Eurocode programme
Status and field of application of Eurocodes
National Standards implementing Eurocodes
Links between Eurocodes and harmonised technical
specifications (ENs and ETAs)
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 states
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
Specifies principles and application rules for the structural design of cylindrical steel pipelines for the transport of liquids or gases or mixtures of liquids and gases at ambient temperatures, which are not treated by other European standards covering particular applications.
Committee |
TC 250
|
DevelopmentNote |
Supersedes ENV 1993-4-3. (05/2007)
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Withdrawn
|
Standards | Relationship |
NBN EN 1993-4-3 : 2007 COR 2009 | Identical |
NEN EN 1993-4-3 : 2009 C1 2009 | Identical |
NS EN 1993-4-3 : 2007 + NA 2009 | Identical |
I.S. EN 1993-4-3:2007 | Identical |
PN EN 1993-4-3 : 2008 NA 2010 | Identical |
SN EN 1993-4-3 : 2007 | Identical |
UNI EN 1993-4-3 : 2007 | Identical |
BS EN 1993-4-3:2007 | Identical |
DIN EN 1993-4-3:2010-12 | Identical |
NF EN 1993-4-3 : 2007 | Identical |
BS EN 1999-1-5:2007 | Eurocode 9. Design of aluminium structures Shell structures |
UNI EN 1999-1-5 : 2007 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES |
EN 1993-1-6:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1998-4:2007-01 | Eurocode 8: Design of structures for earthquake resistance - Part 4: Silos, tanks and pipelines |
I.S. EN 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
UNE-EN 13374:2013 | Temporary edge protection systems - Product specification - Test methods |
BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1090-2:2015-07 (Draft) | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
DIN EN 1993-1-6:2010-12 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
DIN EN 13374:2013-07 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
DIN EN 1999-1-5:2010-05 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES |
UNI EN 1090-2 : 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNE-EN 1090-2:2011 | Execution of steel structures and aluminium structures - Part 2: Technical requirements for steel structures |
EN 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
EN 1090-2:2008+A1:2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNI EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
I.S. EN 1998-4:2006 | EUROCODE 8 - DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 4: SILOS, TANKS AND PIPELINES |
11/30250535 DC : DRAFT DEC 2011 | BS EN 13374 - TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
BS EN 1993-1-6 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
EN 1999-1-5:2007/AC:2009 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES |
BS EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
BS EN 1998-4:2006 | Eurocode 8. Design of structures for earthquake resistance Silos, tanks and pipelines |
EN 1998-4:2006 | Eurocode 8 - Design of structures for earthquake resistance - Part 4: Silos, tanks and pipelines |
I.S. EN 1999-1-5:2007 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES (INCLUDING IRISH NATIONAL ANNEX) |
UNE-EN 1993-1-6:2013 | Eurocode 3 - Design of steel structures - Part 1-6: Strength and Stability of Shell Structures |
I.S. EN 1090-2:2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
I.S. EN 1993-1-6:2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
DIN EN 1999-1-5:2017-03 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES |
EN 12732:2013+A1:2014 | Gas infrastructure - Welding steel pipework - Functional requirements |
API STD 1104:2013 | WELDING OF PIPELINES AND RELATED FACILITIES |
EN 14870-2:2004 | Petroleum and natural gas industries - Induction bends, fittings and flanges for pipeline transportation systems - Part 2: Fittings (ISO 15590-2:2003 modified) |
EN 1993-4-1:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
ISO 3183-3:1999 | Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 3: Pipes of requirement class C |
BS 7910:1999 | Guide on methods for assessing the acceptability of flaws in metallic structures |
API 1105 : LATEST | BULLETIN ON CONSTRUCTION PRACTICES FOR OIL AND PRODUCTS PIPE LINES |
BS 8010-1:1989 | Code of practice for pipelines Pipelines on land: general |
BS 8010-3:1993 | Code of practice for pipelines Pipelines subsea: design, construction and installation |
EN 1594:2013 | Gas infrastructure - Pipelines for maximum operating pressure over 16 bar - Functional requirements |
ISO 3183-2:1996 | Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 2: Pipes of requirements class B |
API 5L : 2012 | LINE PIPE |
API 5LX : LATEST | |
API 5LS : 1977 | SPIRAL-WELD LINE PIPE |
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 |
ISO 3183-1:1996 | Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 1: Pipes of requirement class A |
EN 1993-4-2:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
EN 1993-1-9:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
EN 14870-3:2006 | Petroleum and natural gas industries - Induction bends, fittings and flanges for pipeline transportation systems - Part 3: Flanges (ISO 15590-3:2004, modified) |
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 |
NEN 3650-2-K1-K6 : 2003 | REQUIREMENTS FOR PIPELINE SYSTEMS - PART 2: STEEL - QUIRE 1-6 |
EN 1993-1-7:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-7: PLATED STRUCTURES SUBJECT TO OUT OF PLANE LOADING |
EN 1993-1-12:2007/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-12: ADDITIONAL RULES FOR THE EXTENSION OF EN 1993 UP TO STEEL GRADES S 700 |
EN 14870-1:2011 | Petroleum and natural gas industries - Induction bends, fittings and flanges for pipeline transportation systems - Part 1: Induction bends (ISO 15590-1:2009 modified) |
NEN 3650-1-K1-K6 : 2003 AMD 1 2006 | REQUIREMENTS FOR PIPELINE SYSTEMS - PART 1: GENERAL - QUIRE 1 TO 6 |
EN 1998-4:2006 | Eurocode 8 - Design of structures for earthquake resistance - Part 4: Silos, tanks and pipelines |
EN 1993-1-10:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
EN 1993-1-1:2005/A1:2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
ISO 13623:2017 | Petroleum and natural gas industries — Pipeline transportation systems |
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