General Information

Abstract: TC - Correction of national annex and improvement of NOTE 2 in 1.1 (1) Scope

Status: Withdrawn
Publication Date: 29-Jul-2008
Withdrawal Date: 20-Nov-2012

ICS: 91.010.30 - Technical aspects

Technical Committee: CEN/TC 250 - Structural Eurocodes
Drafting Committee: CEN/TC 250/SC 1 - Eurocode 1: Actions on structures

Current Stage: 9960 - Withdrawal effective - Withdrawal
Start Date: 21-Nov-2012
Completion Date: 21-Nov-2012

Directive: Harmonized Standard305/2011 - 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
: Not Harmonized89/106/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

Ref Project: SIST EN 1991-1-6:2005/AC:2008 - Eurocode 1 - Actions on structures - Part 1-6: General actions - Actions during execution

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EN 1991-1-6:2005/AC:2008

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Replaced By: EN 1991-1-6:2026 - Eurocode 1 - Actions on structures - Part 1-6: Actions during execution
Effective Date: 25-Mar-2026

Referred By: EN ISO 17081:2008 - Method of measurement of hydrogen permeation and determination of hydrogen uptake and transport in metals by an electrochemical technique (ISO 17081:2004)
Effective Date: 28-Jan-2026

Referred By: EN ISO 17081:2014 - Method of measurement of hydrogen permeation and determination of hydrogen uptake and transport in metals by an electrochemical technique (ISO 17081:2014)
Effective Date: 28-Jan-2026

Corrects: EN 1991-1-6:2005 - Eurocode 1 - Actions on structures Part 1-6: General actions - Actions during execution
Effective Date: 22-Dec-2008

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EN 1991-1-6:2005/AC:2008

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Frequently Asked Questions

What is EN 1991-1-6:2005/AC:2008?

EN 1991-1-6:2005/AC:2008 is a corrigendum published by the European Committee for Standardization (CEN). Its full title is "Eurocode 1 - Actions on structures - Part 1-6: General actions - Actions during execution". This standard covers: TC - Correction of national annex and improvement of NOTE 2 in 1.1 (1) Scope

What is the scope of EN 1991-1-6:2005/AC:2008?

TC - Correction of national annex and improvement of NOTE 2 in 1.1 (1) Scope

What ICS categories does EN 1991-1-6:2005/AC:2008 belong to?

EN 1991-1-6:2005/AC:2008 is classified under the following ICS (International Classification for Standards) categories: 91.010.30 - Technical aspects. The ICS classification helps identify the subject area and facilitates finding related standards.

What standards are related to EN 1991-1-6:2005/AC:2008?

EN 1991-1-6:2005/AC:2008 has the following relationships with other standards: It is inter standard links to EN 1991-1-6:2026, EN ISO 17081:2008, EN ISO 17081:2014, EN 1991-1-6:2005. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.

Is EN 1991-1-6:2005/AC:2008 a harmonized European standard?

EN 1991-1-6:2005/AC:2008 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC; Standardization Mandates: M/265. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.

How can I access EN 1991-1-6:2005/AC:2008?

EN 1991-1-6:2005/AC:2008 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.

Standards Content (Sample)

EN 1991-1-6:2005/AC:2008

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Evrokod 1: Vplivi na konstrukcije - 1-6. del: Splošni vplivi - Vplivi med gradnjoEurocode 1 - Einwirkungen auf Tragwerke - Teil 1-6 : Allgemeine Einwirkungen - Einwirkungen während der BauausführungEurocode 1 - Actions sur les structures - Partie 1-6: Actions générales - Actions en cours d'exécutionEurocode 1 - Actions on structures - Part 1-6: General actions - Actions during execution91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1991-1-6:2005/AC:2008SIST EN 1991-1-6:2005/AC:2008en,fr01-november-2008SIST EN 1991-1-6:2005/AC:2008SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1991-1-6:2005/ACJuly 2008Juillet 2008Juli 2008ICS 91.010.30English versionVersion FrançaiseDeutsche FassungEurocode 1 - Actions on structures - Part 1-6: General actions - Actionsduring executionEurocode 1 - Actions sur les structures -Partie 1-6: Actions générales - Actions encours d'exécutionEurocode 1 - Einwirkungen auf Tragwerke -Teil 1-6 : Allgemeine Einwirkungen -Einwirkungen während der BauausführungThis corrigendum becomes effective on 30 July 2008 for incorporation in the three official languageversions of the EN.Ce corrigendum prendra effet le 30 juillet 2008 pour incorporation dans les trois versions linguistiquesofficielles de la EN.Die Berichtigung tritt am 30.Juli 2008 zur Einarbeitung in die drei offiziellen Sprachfassungen der ENin Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN D
...

CEN

EN 1993-7:2026(Main)

Eurocode 3 - Design of steel structures - Part 7: Sandwich panels

kSIST FprEN 1993-7:2026

1.1   Scope of EN 1993-7
(1) This document is applicable for the design of structural or self-supporting systems made of sandwich panels with steel and stainless steel faces and core material with a Declaration of Performance (according to EN 14509) used as internal and external walls, roofs and ceilings.
1.2   Assumptions
(1) Unless specifically stated, EN 1990-1, EN 1991 (all parts) and EN 1993‐1 (all parts) apply.
(2) The design methods given in EN 1993‐7 are applicable if:
-   the construction materials and products are as specified in the relevant parts of EN 14509, or
-   in the relevant material and product specifications.

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CEN

EN 1995-2:2026(Main)

Eurocode 5 - Design of timber structures - Part 2: Bridges

kSIST FprEN 1995-2:2025

1.1 Scope of EN 1995-2
(1) This document gives general design rules for the structural parts of bridges, i.e. structural members of importance for the reliability of the whole bridge or major parts of it, made of timber or other wood-based materials, either singly or compositely with concrete, steel or other materials.
(2) Prestressed timber-concrete composite (TCC) members are not covered by this document. The design of stress-laminated timber decks used as part of a TCC system is covered.
(3) Systems which rely on friction between wood and concrete are not covered by this document.
1.2 Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) It is assumed that the requirements for execution given in EN 1995 3 are complied with.

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CEN

EN 1991-1-8:2026(Main)

Eurocode 1 - Actions on structures - Part 1-8: Actions from waves and currents on coastal structures

kSIST FprEN 1991-1-8:2025

1.1      Scope of EN 1991 1 8
(1) EN 1991 1 8 gives principles and rules to determine the values of wave and current actions on structures and civil engineering works in the coastal zone, i.e. works connected to, or in close vicinity to the shore.
NOTE 1   Provisions in EN 1991 1 8 are limited to hydrodynamic actions that can be directly quantified in terms of wave and/or current induced pressures and associated forces and moments on structures or structural parts.
NOTE 2   As opposed to offshore conditions, waves or currents in the coastal zone are generally affected by the presence of the seabed or shore.
NOTE 3   The coastal zone is typically defined as the area between the shoreline and the deep-water limit.
(2) EN 1991 1 8 describes the principles for defining the hydrodynamic conditions to be used for design, including sea water levels.
(3) EN 1991 1 8 addresses specifically actions from currents and waves on the following structure types:
—   cylindrical structures;
—   subsea pipelines;
—   suspended decks;
—   vertical face structures;
—   permanently moored floating structures.
NOTE 1   Additional guidance can be needed for:
—   moored structures in the coastal zone for renewable energy production or related to oil and gas production or processing;
—   moored structures spanning areas with variable wave and current states (e.g. floating aquaculture farms or floating bridges).
NOTE 2   For hydraulic pressures caused by quasi-static water levels, and ground water, see EN 1997 (all parts).
(4) Actions addressed in EN 1991 1 8 do not cover:
—   hydraulic resonance in sheltered areas or basins (phenomena also known as harbour resonance);
—   translation waves, e.g. tsunamis;
—   waves and currents induced by maritime operations, i.e. vessel wake, berthing and mooring;
—   hydrodynamic actions induced by earthquakes;
—   ice-induced pressures and forces;
—   coastal structures where flood risk and/or erosion or sediment management is the dominant function.
1.2      Assumptions
(1) The assumptions given in EN 1990 apply to this document.
(2) In addition, it is assumed that actions from waves and currents on coastal structures are determined by personnel appropriately qualified and experienced in the following fields:
a)   physical coastal environment including physics of waves and currents, statistical properties and propagation of such;
b)   marine hydrodynamics, wave and current interaction with structures in general and wave and current actions on structures in the coastal zone including i) fixed structures, and ii) floating structures;
c)   advanced methods including probabilistic methodology and physical model testing.

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CEN

EN 1991-1-4:2026(Main)

Eurocode 1 - Actions on structures - Part 1-4: Wind actions

kSIST FprEN 1991-1-4:2025

1.1   Scope of EN 1991-1-4
(1) This document gives rules for the determination of natural wind actions for the structural design of building and civil engineering works for each of the loaded areas under consideration. This includes actions applied to the whole structure or parts of it, as well as wind-exposed elements attached to the structure.
(2) This document is applicable to:
-   buildings and other civil engineering works with heights up to 200 m;
-   guyed masts, other open lattice structures and chimneys with heights up to 300 m;
-   bridges having no span greater than 200 m.
(3) The rules contained in this document allow the evaluation of characteristic wind actions on land-based structures.
(4) This document is applicable to offshore coastal structures.
NOTE   Additional or amended provisions can be necessary.
(5) This document does not give guidance on non-synoptic winds (e.g. thunderstorms, downbursts, microbursts, tornadoes, etc.), mixed wind climates, nor does it give guidance on how to account for local effects (e.g. thermal effects, funnelling, strong arctic thermal surface inversion, etc.).
(6) This document addresses simplified procedures for dynamic effects, mostly based on the assumption of a dominant single-mode response (see Annex E, Annex F and Annex G). General criteria for performing a full dynamic analysis under aerodynamic excitation are not treated in this document.
(7) Wind pressure effects of passing vehicles are outside the scope of this document.
NOTE   See EN 1991 2 for wind effects from passing trains.
8) This document also provides guidance on wind tunnel testing and numerical modelling which can be needed or desirable when the shape or structural behaviour are unusual or do not strictly fall within the rules of the document, or in cases of unusual orography or other surroundings.
1.2   Assumptions
(1) The assumptions given in EN 1990-1:2023+A1:2026, 1.2 apply.

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CEN

EN 1993-3:2026(Main)

Eurocode 3 - Design of steel structures - Part 3: Towers, masts and chimneys

kSIST FprEN 1993-3:2025

1.1   Scope of EN 1993-3
(1) This document provides rules for structural design of towers, masts and chimney structures, that fall into any of the following classifications, with the exceptions given in (3), (4) and (5).
(2) This document is applicable to:
a)   self-supporting towers and guyed masts with or without attachments. The shafts of towers and masts can be of lattice type or of circular or polygonal cross-section;
b)   chimney structures of circular cross-section that are cantilevered, supported at intermediate levels or guyed.
NOTE 1   The structures are mainly exposed to wind loading.
NOTE 2   For overhead transmission line towers, see also the EN 50341 series.
(3) This document does not apply to:
a)   polygonal and circular lighting columns covered by the EN 40 series;
NOTE   The EN 40 series specifies the requirements and dimensions for lighting columns and it applies to post top columns not exceeding 20 m height and to post top lanterns and columns with brackets not exceeding 18 m height for side entry lanterns.
b)   wind turbine towers (see the EN IEC 61400 series);
c)   overhead line towers covered by the EN 50341 series.
(4) This document does not cover special provisions for seismic design, which are given in the EN 1998 series.
(5) Special measures that might be necessary to limit the consequences of accidents are not covered in this document. For resistance to fire, see EN 1993-1-2.
(6) Provisions for the guys of guyed structures are given in EN 1993-1-11 and supplemented in this document.
(7) For provisions concerning aspects such as chemical attack, thermo-dynamical performance or thermal insulation of chimneys, see EN 13084-1. For the design of liners, see EN 13084-6.
NOTE 1   Foundations are covered in the EN 1997 series. See also EN 13084-1.
NOTE 2   Wind loads and procedures for the wind response of structures are specified in EN 1991-1-4.
1.2   Assumptions
(1) Unless specifically stated, EN 1990-1, EN 1991 (all parts) and EN 1993-1 (all parts) apply.
(2) The design methods given in this document are applicable if
-   the execution quality is as specified in Annex E and EN 1090-2 and for the execution of chimneys, also in EN 13084-6,
and
-   the construction materials and products used are as specified in the relevant parts of the EN 1993 series or, for materials other than steel, in the relevant material and product specifications.
NOTE   Execution is covered in this document to the extent that is necessary to indicate the quality of the construction materials and products and the standard of workmanship on site needed to comply with the assumptions of the design rules.

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CEN

EN 1991-1-6:2026(Main)

Eurocode 1 - Actions on structures - Part 1-6: Actions during execution

kSIST FprEN 1991-1-6:2025

1.1   Scope of prEN 1991-1-6
(1) prEN 1991-1-6 provides guidance and general rules on the determination of actions relevant for the design of buildings and civil engineering works, including geotechnical structures, for their execution stage.
NOTE   Actions for design during execution include those that only arise from execution activities and act during execution, termed construction actions (for example personnel and hand tools, auxiliary structures, equipment and elements used during execution), and others that are present during the service life of the completed structure (for example self-weight, wind, etc.) but which can act differently and/or have different values during execution.
(2) prEN 1991-1-6 provides guidance and general rules for the determination of actions for the design of auxiliary structures, elements and equipment used during execution in case they are designed to the Eurocodes and not to other European Standards.
NOTE   Other European Standards (e.g. EN 12810, EN 12811, EN 12812) provide specific rules for certain types of auxiliary structures, equipment and elements used during execution.
(3) prEN 1991-1-6 gives rules for buildings and bridges during execution to supplement the provisions in EN 1990.
NOTE   For combination rules for execution, see EN 1990.
1.2   Assumptions
(1) The general assumptions given in EN 1990 apply.
(2) The application of this document follows the limit state principle and is based on the partial factor method, unless explicitly prescribed differently.
(3) The verification of buildings and civil engineering structures in transient design situations is undertaken in accordance with the Eurocodes, accounting for the interaction with any auxiliary structures, elements and/or equipment.
(4) When using European product standards covering auxiliary structures, equipment and elements used during execution, it is assumed that the design basis, design requirements and, if provided, the safety and operational design limits specified in these product standards are taken into account.
(5) Adequate planning, documentation, communication, control and supervision are provided during execution, involving all relevant parties.
NOTE   Execution of a structure can involve interaction between several parties from diverse engineering fields, responsible for the design, fabrication, transportation and execution of different subsystems used during the execution of a structure.

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CEN

EN 1993-4-1:2026(Main)

Eurocode 3 - Design of steel structures - Part 4-1: Silos

kSIST FprEN 1993-4-1:2025

1.1   Scope of EN 1993 4 1
(1)   prEN 1993 4 1 provides rules for the structural design of steel silos of circular or rectangular plan-form, being free-standing (on ground) or supported on a structural framework (elevated).
(2)   prEN 1993 4 1 is applicable to silos constructed from isotropic rolled plates that are stiffened or unstiffened, from corrugated sheeting that is stiffened or unstiffened and from flat or corrugated plates assembled into box structures of different geometries. It applies to vertical walls, hoppers, roof structures, transition junctions and support structures.
(3)   prEN 1993 4 1 does not apply to storage vessels for silage and haylage, or to the storage of materials that are not free-flowing (see EN 1991 4). This Part 4-1 also does not cover:
-   resistance to fire;
-   cylindrical silos with internal subdivisions;
-   internal structures within a single silo (except for internal ties, as defined in 12.5);
-   silos with capacity less than 100 kN (10 tonnes);
-   hoppers that are supported on a structural framework;
-   cases where special measures are necessary to limit the consequences of accidents.
(4)   This document is applicable to silos within the following dimensional limits (see EN 1991-4):
-   Silo aspect ratio   hb/dc < 10
-   Silo total height   hb < 70 m
-   Silo equivalent diameter   dc < 60 m
NOTE   These dimensional limitations are more limited than those of EN 1991-4 which also applies to silos constructed from other materials.
(5)   Where this standard applies to circular planform silos, the geometric form is restricted to axisymmetric structures, but unsymmetrical actions on them and supports that induce forces in the silo structure that are not axisymmetric are included.
(6)   This part is concerned only with the requirements for resistance and stability of steel silos. For other requirements (such as operational safety, functional performance, fabrication and erection, quality control, details like man-holes, flanges, filling devices, outlet gates and feeders, etc.), see other relevant standards and information.
(7)   This part is concerned with both isolated silo structures and silos that are connected to others to form a battery of silos, but throughout this document the term silo refers to a single cell within a battery.
(8)   Provisions relating to special requirements of seismic design are provided in EN 1998 4, which complements or adapts the provisions of Eurocode 3 specifically for this purpose.
(9)   The structural design of supporting structures for the silo are dealt with in EN 1993 1 1. The supporting structure is deemed to consist of all structural elements beneath the bottom flange of the lowest ring of the silo (see Figure 1.1), though information on some forms of support structure is given in Clause 8 of this document.
(10)   Foundations in reinforced concrete for steel silos are dealt with in EN 1992 (all parts) and EN 1997 (all parts).
1.2   Assumptions
(1)   Unless specifically stated, the provisions of EN 1990, EN 1991 (all parts) and EN 1993 1 (all parts) apply.
(2)   The design methods given in EN 1993 4 1 are applicable if:
-   the execution quality is as specified in EN  1090 2, and
-   the construction materials and products used are as specified in the relevant parts of EN 1993 (all parts), or in the relevant material and product specifications.
Figure 1.1 - Terminology used in silo structures
...

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CEN

EN 1993-1-11:2026(Main)

Eurocode 3 - Design of steel structures - Part 1-11: Tension components

kSIST FprEN 1993-1-11:2025

1.1   Scope of EN 1993-1-11
(1) EN 1993-1-11 provides rules for structural design of tension components made of steel, in addition to other parts of EN 1993, for use in structures made of steel or other materials such as concrete, steel-concrete composite and timber.
(2) EN 1993-1-11 covers the resistance, serviceability and durability of steel tension elements.
(3) The following items/aspects are outside the scope of EN 1993-1-11:
—   pre- or post-tensioned systems in accordance with EN 1992-1-1;
—   reinforcing steel as part of a concrete structure in accordance with EN 1992-1-1;
—   tension components in piling;
—   detailed design of terminations.
1.2   Assumptions
(1) Unless specifically stated, EN 1990-1, EN 1991 (all parts) and EN 1993-1 (all parts) apply.
(2) The design methods given in EN 1993-1-11 are applicable if:
—   execution quality is according to EN 1090-2; and
—   the construction materials and products used are as specified in the relevant parts of the EN 1993 series, or in the relevant material and product specifications.

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CEN

EN 1994-1-1:2026(Main)

Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings

kSIST FprEN 1994-1-1:2025

1.1   Scope of EN 1994-1-1
(1) EN 1994-1-1 gives general rules for the design of steel and concrete composite structures and supplementary provisions specific for buildings.
NOTE   Specific rules for bridges are given in EN 1994-2.
1.2   Assumptions
(1) The assumptions of EN 1990-1 apply to EN 1994-1-1.
(2) In addition to the general assumptions of EN 1990-1, the assumptions given in EN 1992-1-1, EN 1992-1-2, and EN 1993-1-1 apply to this document.
(3) EN 1994-1-1 is intended to be used in conjunction with EN 1990-1, EN 1991 (all parts), EN 1992-1-1, EN 1993 (all parts), EN 1997 (all parts), EN 1998 (all parts when steel and concrete composite structures are built in seismic regions), EN 1090-1, EN 1090-2, EN 1090-4, EN 13670 and ENs for construction products relevant to steel and concrete composite structures.

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CEN

EN 1991-3:2026(Main)

Eurocode 1 - Actions on structures - Part 3: Actions induced by cranes and machines

kSIST FprEN 1991-3:2025

1.1   Scope of EN 1991-3
(1) EN 1991-3 defines actions imposed by cranes and other machines including dynamic effects, if relevant, for the structural design of crane or machine supporting structures.
(2) EN 1991-3 provides guidance on crane classification in terms of dynamic factors and fatigue actions.
(3) EN 1991-3 applies to supporting structures of
—   bridge cranes, gantry cranes and wall cranes travelling on fixed runways;
—   fixed machines that cause a harmonic dynamic loading on fixed supporting structures.
(4) The principles provided in EN 1991-3 can be applied also to determine actions on supporting structures of cranes other than those referred to in (3).
(5) EN 1991-3 does not provide partial factors for actions.
NOTE    For partial factors for actions, see EN 1990-1:2023+A1:2026, Clause A.5.
(6) EN 1991-3 does not provide actions or provisions for the design of cranes and machines.
1.2   Assumptions
(1) The general assumptions of EN 1990-1 apply.
(2) The design of structures supporting cranes or machines is undertaken using information on actions provided by the manufacturer of the crane or machine.

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