EN 1993-5:2007

Eurocode 3 - Design of steel structures - Part 5: Piling

Complementary to Part 1. Varied general rules and additional detailed rules for the structural design of steel bearing piles and sheet piles and concrete filled steel piles.

Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 5: Pfähle und Spundwände

Eurocode 3 - Calcul des structures en acier - Partie 5: Pieux et palplanches

Les Etats Membres de l'UE et de l'AELE reconnaissent que les Eurocodes servent de documents de référence pour les usages suivants :
   comme moyen de prouver la conformité de bâtiments et d'ouvrages de génie civil aux exigences essentielles de la Directive 89/106/CEE du Conseil, en particulier à l'Exigence Essentielle N°1  Stabilité et Résistance mécanique  et à l'Exigence Essentielle N°2  Sécurité en cas d'incendie ;
   comme base de spécification des contrats pour les travaux de construction et les services techniques associés ;
   comme cadre d'établissement de spécifications techniques harmonisées pour les produits de construction (EN et ATE).
Les Eurocodes, dans la mesure où ils concernent les ouvrages eux-mêmes, ont une relation directe avec les Documents Interprétatifs  visés à l'Article 12 de la DPC, bien qu'ils soient d'une nature différente de celle des normes harmonisées de produits . Par conséquent, les aspects techniques résultant des travaux effectués pour les Eurocodes nécessitent d'être pris en considération de façon adéquate par les Comités techniques du CEN et/ou les Groupes de travail de l'EOTA travaillant sur les normes de produits en vue d'obtenir une totale compatibilité de ces spécifications techniques avec les Eurocodes.
Les normes Eurocodes donnent des règles de calcul structural communes d'usage quotidien pour le calcul des structures entières et des composants, de nature tant traditionnelle qu'innovante. Les formes de construction ou les conceptions inhabituelles ne sont pas spécifiquement couvertes, et il appartiendra en ces cas au concepteur de se procurer des bases de calcul spécialisées supplémentaires.

Evrokod 3: Projektiranje jeklenih konstrukcij - 5. del: Pilotiranje

General Information

• Status: Published
• Publication Date: 27-Feb-2007
• Withdrawal Date: 30-Mar-2010
• ICS: 91.010.30 - Technical aspects
• ICS: 91.080.10 - Metal structures
• ICS: 91.080.13 - Steel structures
• Technical Committee: CEN/TC 250 - Structural Eurocodes
• Drafting Committee: CEN/TC 250/SC 3 - Eurocode 3: Design of steel structures
• Current Stage: 6060 - Definitive text made available (DAV) - Publishing
• Start Date: 28-Feb-2007
• Completion Date: 28-Feb-2007
• Directive: 305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
• Directive: 89/106/EEC - Construction products
• Mandate: M/265 - Mandate to CEN for the conversion of the Eurocodes from ENV into EN concerning the structural and geotechnical design of buildings and civil engineering works
• Mandate: M/BC/CEN/89/11 - Framework mandate to CEN on Eurocode work : execution of a standardization programme on Eurocodes for the structural design of building and civil engineering works
• Ref Project: SIST EN 1993-5:2007 - Eurocode 3 - Design of steel structures - Part 5: Piling

Relations

• Replaces: ENV 1993-5:1998 - Eurocode 3: Design of steel structures - Part 5: Piling
• Effective Date: 22-Dec-2008
• Corrected By: EN 1993-5:2007/AC:2009 - Eurocode 3 - Design of steel structures - Part 5: Piling
• Effective Date: 28-Jan-2009
• Revised: prEN 1993-5 - Eurocode 3 - Design of steel structures - Part 5: Piling
• Effective Date: 18-Jan-2023

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 3 - Design of steel structures - Part 5: PilingEvrokod 3: Projektiranje jeklenih konstrukcij - 5. del: PilotiranjeEurocode 3 - Calcul des structures en acier - Partie 5: Pieux et palplanchesEurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 5: Pfähle und SpundwändeTa slovenski standard je istoveten z:EN 1993-5:2007SIST EN 1993-5:2007en;de91.080.10Kovinske konstrukcijeMetal structures91.010.30Technical aspectsICS:SIST ENV 1993-5:20011DGRPHãþDSLOVENSKI
STANDARDSIST EN 1993-5:200701-junij-2007

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1993-5February 2007ICS 91.010.30; 91.080.10Supersedes ENV 1993-5:1998
English VersionEurocode 3 - Design of steel structures - Part 5: PilingEurocode 3 - Calcul des structures en acier - Partie 5:Pieux et palplanchesEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 5: Pfähle und SpundwändeThis European Standard was approved by CEN on 12 June 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland,France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2007 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1993-5:2007: E

EN 1993-5: 2007 (E)
2 Content Page Foreword.4 1 General.7 1.1 Scope.7 1.2 Normative references.8 1.3 Assumptions.8 1.4 Distinction between principles and application rules.9 1.5 Definitions.9 1.6 Symbols.9 1.7 Units.10 1.8 Terminology.11 1.9 Convention for sheet pile axes.19 2 Basis of design.20 2.1 General.20 2.2 Ultimate limit state criteria.20 2.3 Serviceability limit state criteria.21 2.4 Site investigation and soil parameters.21 2.5 Analysis.22 2.6 Design assisted by testing.23 2.7 Driveability.24 3 Material properties.25 3.1 General.25 3.2 Bearing piles.25 3.3 Hot rolled steel sheet piles.25 3.4 Cold formed steel sheet piles.25 3.5 Sections used for waling and bracing.26 3.6 Connecting devices.26 3.7 Steel members used for anchors.26 3.8 Steel members used for combined walls.26 3.9 Fracture toughness.27 4 Durability.28 4.1 General.28 4.2 Durability requirements for bearing piles.29 4.3 Durability requirements for sheet piling.30 4.4 Corrosion rates for design.30 5 Ultimate limit states.32 5.1 Basis.32 5.2 Sheet piling.32 5.3 Bearing piles.46 5.4 High modulus walls.48 5.5 Combined walls.49 6 Serviceability limit states.52 6.1 Basis.52 6.2 Displacements of retaining walls.52 6.3 Displacements of bearing piles.52 6.4 Structural aspects of steel sheet piling.52 7 Anchors, walings, bracing and connections.54 7.1 General.54

EN 1993-5: 2007 (E)
3 7.2 Anchorages.54 7.3 Walings and bracing.56 7.4 Connections.56 8 Execution.64 8.1 General.64 8.2 Steel sheet piling.64 8.3 Bearing piles.64 8.4 Anchorages.64 8.5 Walings, bracings and connections.64 A [normative] - Thin walled steel sheet piling.65 A.1 General.65 A.2 Basis of design.66 A.3 Properties of materials and cross-sections.66 A.4 Local buckling.70 A.5 Resistance of cross-sections.72 A.6 Design by calculation.76 A.7 Design assisted by testing.77 B [informative] - Testing of thin walled steel sheet piles.79 B.1 General.79 B.2 Single span beam test.79 B.3 Intermediate support test.80 B.4 Double span beam test.81 B.5 Evaluation of test results.82 C [informative] - Guidance for the design of steel sheet piling.84 C.1 Design of sheet pile cross section at ultimate limit state.84 C.2 Serviceability limit state.87 D [informative] - Primary elements of combined walls.89 D.1 I-sections used as primary elements.89 D.2 Tubular piles used as primary elements.91

EN 1993-5: 2007 (E)
4 Foreword This European Standard EN 1993-5, “Eurocode 3: Design of steel structures: Part 5 Piling”, has been prepared by Technical Committee CEN/TC250 « Structural Eurocodes », the Secretariat of which is held by BSI. CEN/TC250 is responsible for all Structural Eurocodes.
This European Standard shall be given the status of a National Standard, either by publication of an identical text or by endorsement, at the latest by August 2007, and conflicting National Standards shall be withdrawn at latest by March 2010.
This Eurocode supersedes ENV 1993-5:1998.
According to the CEN-CENELEC Internal Regulations, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Background to the Eurocode programme In 1975, the Commission of the European Community decided on an action programme in the field of construction, based on article 95 of the Treaty. The objective of the programme was the elimination of technical obstacles to trade and the harmonisation of technical specifications.
Within this action programme, the Commission took the initiative to establish a set of harmonised technical rules for the
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