EN 1993-5:2007/AC:2009
Current
The latest, up-to-date edition.
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 5: PILING
05-13-2009
Foreword
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 Symbols
1.7 Units
1.8 Terminology
1.9 Convention for sheet pile axes
2 Basis of design
2.1 General
2.2 Ultimate limit state criteria
2.3 Serviceability limit state criteria
2.4 Site investigation and soil parameters
2.5 Analysis
2.6 Design assisted by testing
2.7 Driveability
3 Material properties
3.1 General
3.2 Bearing piles
3.3 Hot rolled steel sheet piles
3.4 Cold formed steel sheet piles
3.5 Sections used for waling and bracing
3.6 Connecting devices
3.7 Steel members used for anchors
3.8 Steel members used for combined walls
3.9 Fracture toughness
4 Durability
4.1 General
4.2 Durability requirements for bearing piles
4.3 Durability requirements for sheet piling
4.4 Corrosion rates for design
5 Ultimate limit states
5.1 Basis
5.2 Sheet piling
5.3 Bearing piles
5.4 High modulus walls
5.5 Combined walls
6 Serviceability limit states
6.1 Basis
6.2 Displacements of retaining walls
6.3 Displacements of bearing piles
6.4 Structural aspects of steel sheet piling
7 Anchors, walings, bracing and connections
7.1 General
7.2 Anchorages
7.3 Walings and bracing
7.4 Connections
8 Execution
8.1 General
8.2 Steel sheet piling
8.3 Bearing piles
8.4 Anchorages
8.5 Walings, bracings and connections
A [normative] - Thin walled steel sheet piling
A.1 General
A.2 Basis of design
A.3 Properties of materials and cross-sections
A.4 Local buckling
A.5 Resistance of cross-sections
A.6 Design by calculation
A.7 Design assisted by testing
B [informative] - Testing of thin walled steel sheet piles
B.1 General
B.2 Single span beam test
B.3 Intermediate support test
B.4 Double span beam test
B.5 Evaluation of test results
C [informative] - Guidance for the design of steel sheet piling
C.1 Design of sheet pile cross section at ultimate limit state
C.2 Serviceability limit state
D [informative] - Primary elements of combined walls
D.1 I-sections used as primary elements
D.2 Tubular piles used as primary elements
Describes principles and application rules for the structural design of bearing piles and sheet piles made of steel.
Committee |
CEN/TC 250
|
DevelopmentNote |
Supersedes ENV 1993-5. (04/2007)
|
DocumentType |
Standard
|
PublisherName |
Comite Europeen de Normalisation
|
Status |
Current
|
Supersedes |
Standards | Relationship |
NBN EN 1993-5 : 2007 COR 2009 | Identical |
NS EN 1993-5 : 2007 AC 2017 | Identical |
NF EN 1993-5 : 2007 | Identical |
I.S. EN 1993-5:2007 | Identical |
SN EN 1993-5 : 2007 | Identical |
BS EN 1993-5:2007 | Identical |
NEN EN 1993-5 : 2008 C1 2009 | Identical |
PN EN 1993-5 : 2009 NA 2010 | Identical |
UNI EN 1993-5 : 2007 | Identical |
DIN EN 1993-5:2010-12 | Identical |
16/30304669 DC : 0 | BS EN ISO 22477-5 - GEOTECHNICAL INVESTIGATION AND TESTING - TESTING OF GEOTECHNICAL STRUCTURES - PART 5: TESTING OF GROUTED ANCHORS |
PREN 14199 : DRAFT 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - MICROPILES |
13/30280743 DC : 0 | BS EN 14199 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - MICROPILES |
EN 1993-1-6:2007/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
DIN EN 1537:2001-01 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
DIN EN 1090-2:2011-10 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
17/30298929 DC : DRAFT SEP 2017 | BS EN ISO 19906 - PETROLEUM AND NATURAL GAS INDUSTRIES - ARCTIC OFFSHORE STRUCTURES |
PREN 13107 : DRAFT 2013 | SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
UNE-EN 1090-2:2011 | 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 |
UNI EN 1090-2 : 2011 | 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 1537:2014-07 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
DIN EN 1993-1-6:2010-12 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
I.S. EN 1537:2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
DIN EN 13374:2013-07 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
13/30275585 DC : 0 | BS EN 13107 - SAFETY REQUIREMENTS FOR CABLEWAY INSTALLATIONS DESIGNED TO CARRY PERSONS - CIVIL ENGINEERING WORKS |
PREN 12699 : DRAFT 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - DISPLACEMENT PILES |
EN 1090-2:2008+A1:2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
BS EN 1090-2 : 2008 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
UNE-EN 13374:2013 | Temporary edge protection systems - Product specification - Test methods |
UNI EN 1537 : 2013 | EXECUTION OF SPECIAL GEOTECHNICAL WORKS - GROUND ANCHORS |
UNI EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
I.S. EN 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
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 13374:2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
IEC 60913:2013 | Railway applications - Fixed installations - Electric traction overhead contact lines |
BS EN 13374 : 2013 | TEMPORARY EDGE PROTECTION SYSTEMS - PRODUCT SPECIFICATION - TEST METHODS |
EN 1537:2013 | Execution of special geotechnical works - Ground anchors |
13/30280740 DC : 0 | BS EN 12699 - EXECUTION OF SPECIAL GEOTECHNICAL WORK - DISPLACEMENT PILES |
16/30332602 DC : DRAFT JAN 2016 | BS EN 10219-3 - COLD FORMED WELDED STRUCTURAL STEEL HOLLOW SECTIONS - PART 3: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
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 |
BS EN 1537:2013 | Execution of special geotechnical works. Ground anchors |
EN 10045-2 : 1992 COR 1993 | METALLIC MATERIALS - CHARPY IMPACT TEST - VERIFICATION OF THE TESTING MACHINE (PENDULUM IMPACT) |
EN 10027-2:2015 | DESIGNATION SYSTEMS FOR STEELS - PART 2: NUMERICAL SYSTEM |
EN 1536:2010+A1:2015 | Execution of special geotechnical work - Bored piles |
EN 1993-1-5:2006/A1:2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-5: PLATED STRUCTURAL ELEMENTS |
EN 1992-3:2006 | Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures |
EN 10248-2:1995 | Hot rolled sheet piling of non alloy steels - Part 2: Tolerances on shape and dimensions |
EN 12063:1999 | EXECUTION OF SPECIAL GEOTECHNICAL WORK - SHEET PILE WALLS |
EN 1994-1-1:2004/AC:2009 | EUROCODE 4: DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
EN 10248-1:1995 | Hot rolled sheet piling of non alloy steels - Part 1: Technical delivery conditions |
EN 1992-2:2005/AC:2008 | EUROCODE 2 - DESIGN OF CONCRETE STRUCTURES - PART 2: CONCRETE BRIDGES - DESIGN AND DETAILING RULES |
EN 10210-1:2006 | Hot finished structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 10210-2:2006/AC:2007 | HOT FINISHED STRUCTURAL HOLLOW SECTIONS OF NON-ALLOY AND FINE GRAIN STEELS - PART 2: TOLERANCES, DIMENSIONS AND SECTIONAL PROPERTIES |
EN 10045-1 : 1990 | METALLIC MATERIALS - CHARPY IMPACT TEST - PART 1: TEST METHOD |
EN 1994-1-2:2005/A1:2014 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
EN 10219-1:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 1: Technical delivery conditions |
EN 1992-1-2:2004/AC:2008 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
EN 10027-1:2016 | Designation systems for steels - Part 1: Steel names |
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 |
ENV 1090-2 : DRAFT 1998 | EXECUTION OF STEEL STRUCTURES - SUPPLEMENTARY RULES FOR COLD FORMED THIN GAUGE COMPONENTS AND SHEETING |
EN 1993-1-9:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
EN 10219-2:2006 | Cold formed welded structural hollow sections of non-alloy and fine grain steels - Part 2: Tolerances, dimensions and sectional properties |
EN 1997-1:2004/A1:2013 | EUROCODE 7: GEOTECHNICAL DESIGN - PART 1: GENERAL RULES |
EN 1994-2:2005/AC:2008 | EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES |
EN 14199:2015 | Execution of special geotechnical works - Micropiles |
EN 1992-1-1:2004/A1:2014 | EUROCODE 2: DESIGN OF CONCRETE STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
EN 1993-1-2:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN |
EN 1990:2002/A1:2005/AC:2010 | EUROCODE - BASIS OF STRUCTURAL DESIGN |
EN 1537:2013 | Execution of special geotechnical works - Ground anchors |
EN 10249-1:1995 | Cold formed sheet piling of non alloy steels - Part 1: Technical delivery conditions |
EN 1993-1-8:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
EN 1993-1-10:2005/AC:2009 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
EN 12699:2015 | Execution of special geotechnical works - Displacement piles |
EN 1993-1-11:2006/AC:2009 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-11: DESIGN OF STRUCTURES WITH TENSION COMPONENTS |
EN 1993-1-1:2005/A1:2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
EN 10249-2:1995 | Cold formed sheet piling of non alloy steels - Part 2: Tolerances on shape and dimensions |
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