Metalliteollisuuden Standardisointiyhdistys
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 250/SC 9
(Eurocode 9: Design of aluminium structures)
Alkuperä: CEN
Määräpäivä: 2026-05-28
1.1 Scope of EN 1999-1-3
(1) This document gives the basis for the design of aluminium alloy structures subject to fatigue in the ultimate limit state.
(2) This document gives rules for:
- safe life design;
- damage tolerant design;
- design assisted by testing.
(3) This document does not cover pressurized containment vessels or pipework.
1.2 Assumptions
(1) The general assumptions of EN 1990 apply.
(2) The provisions of EN 1999-1-1 apply.
(3) EN 1999-1-3 is intended to be used in conjunction with EN 1990, EN 1991 (all parts), relevant parts in EN 1992 to EN 1999, EN 1090-1 and EN 1090-3 for requirements for execution, and ENs, EADs and ETAs for construction products relevant to aluminium structures.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 250/SC 9
(Eurocode 9: Design of aluminium structures)
Alkuperä: CEN
Määräpäivä: 2026-05-28
1.1 Scope of EN 1999-1-4
(1) EN 1999-1-4 gives design requirements for cold-formed trapezoidal aluminium sheeting. It applies to cold-formed aluminium products made from hot rolled or cold rolled sheet or strip that have been cold-formed by such processes as cold-rolled forming or press-breaking.
NOTE 1 The rules in this part complement the rules in other parts of EN 1999-1.
NOTE 2 The execution of aluminium structures made of cold-formed structures for roof, ceiling, floor and wall applications is covered in EN 1090-5.
(2) EN 1999-1-4 gives methods for stressed-skin design using aluminium sheeting as a structural diaphragm.
(3) EN 1999-1-4 does not apply to cold-formed aluminium profiles like C- and Z- profiles nor cold-formed and welded circular or rectangular hollow sections.
(4) EN 1999-1-4 gives methods for design by calculation and for design assisted by testing. The methods for the design by calculation apply only within stated ranges of material properties and geometrical properties for which sufficient experience and test evidence is available. These limitations do not apply to design by testing.
(5) EN 1999-1-4 does not cover load arrangement for loads during execution and maintenance.
1.2 Assumptions
(1) For the design of new structures, EN 1999 is intended to be used, for direct application, together with EN 1990, EN 1991, EN 1992, EN 1993, EN 1994, EN 1995, EN 1997 and EN 1998.
EN 1999 is intended to be used in conjunction with:
- European Standards for construction products relevant for aluminium structures;
- EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components;
- EN 1090-5, Execution of steel structures and aluminium structures - Part 5: Technical requirements for cold-formed structural aluminium elements and cold-formed structures for roof, ceiling, floor and wall applications.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 250/SC 9
(Eurocode 9: Design of aluminium structures)
Alkuperä: CEN
Määräpäivä: 2026-05-28
1.1 Scope of EN 1999-1-2
(1) EN 1999-1-2 deals with the design of aluminium structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1999-1-1, EN 1999-1-2, EN 1999-1-3, EN 1999-1-4 and EN 1999-1-5. This document only identifies differences from, or supplements to, normal temperature design.
(2) EN 1999-1-2 applies to aluminium structures required to fulfil a load bearing function.
(3) EN 1999-1-2 gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned function and the levels of performance.
(4) EN 1999-1-2 applies to structures, or parts of structures, that are within the scope of EN 1999 1 1 and are designed accordingly.
(5) The methods given in EN 1999-1-2 are applicable to the following aluminium alloys:
EN AW-3004 - H34 EN AW-5083 - O and H12 EN AW-6063 - T5 and T6
EN AW-5005 - O and H34 EN AW-5454 - O and H34 EN AW-6082 - T4 and T6
EN AW-5052 - H34 EN AW-6061 - T6
(6) The methods given in EN 1999-1-2 are applicable also to other aluminium alloy/tempers of EN 1999 1-1, if reliable material properties at elevated temperatures are available or the simplified assumptions in 5.2.1 are applied.
1.2 Assumptions
(1) In addition to the general assumptions of EN 1990, the following assumptions apply:
- the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.
- any active and passive fire protection systems taken into account in the design will be adequately maintained.
(2) EN 1999 is intended to be used in conjunction with:
- European Standards for construction products relevant for aluminium structures
- EN 1090-1, Execution of steel structures and aluminium structures - Part 1: Requirements for conformity assessment of structural components
- EN 1090-3, Execution of steel structures and aluminium structures - Part 3: Technical requirements for aluminium structures
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 250/SC 9
(Eurocode 9: Design of aluminium structures)
Alkuperä: CEN
Määräpäivä: 2026-05-28
EN 1999-1-1 gives basic design rules for structures made of wrought aluminium alloys and limited guidance for cast alloys (see Clause 5 and Annex C).
This document does not cover the following, unless otherwise explicitly stated in this document:
- members with material thickness less than 0,6 mm;
- welded members with material thickness less than 1,5 mm;
- connections with:
- steel bolts and pins with diameter less than 5 mm;
- aluminium bolts and pins with diameter less than 8 mm;
- rivets and thread forming screws with diameter less than 3,9 mm.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 250/SC 3
(Eurocode 3 - Design of steel structures)
Alkuperä: CEN
Määräpäivä: 2026-05-28
(1) EN 1993-1-1 gives basic design rules for steel structures using all steel grades from S235 up to and including S700 unless otherwise stated in individual clauses.
(2) It also gives supplementary provisions for the structural design of steel buildings. These supplementary provisions are indicated by the letter “B” after the paragraph number, thus ( )B.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 250/SC 3
(Eurocode 3 - Design of steel structures)
Alkuperä: CEN
Määräpäivä: 2026-05-28
1.1 Scope of EN 1993-1-5
(1) This document provides rules for structural design of stiffened and unstiffened nominally flat plates which are subject to in-plane forces.
(2) Non-uniform stress distributions due to shear lag, in-plane load introduction and plate buckling are covered. The effects of out-of-plane loading are outside the scope of this document.
NOTE 1 The rules in this part complement the rules for class 1, 2, 3 and 4 sections, see EN 1993-1-1.
NOTE 2 For the design of slender plates which are subject to repeated direct stress and/or shear and also fatigue due to out-of-plane bending of plate elements ("breathing"), see EN 1993-2 and EN 1993-6.
NOTE 3 For the effects of out-of-plane loading and for the combination of in-plane effects and out-of-plane loading effects, see EN 1993-2 and EN 1993-1-7.
(3) Single plate elements are considered as nominally flat where the curvature radius r in the direction perpendicular to the compression satisfies, as illustrated in Figure 1.1:
r=b^2/t (1.1)
where
b is the panel width;
t is the plate thickness.
Figure 1.1 - Definition of plate curvature
1.2 Assumptions
(1) Unless specifically stated, EN 1990, the EN 1991 series and EN 1993-1-1 apply.
(2) The design methods given in EN 1993-1-5 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 the EN 1993 series or in the relevant material product specifications.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: ISO/TC 301
(Energy management and energy savings)
Alkuperä: ISO
Määräpäivä: 2026-05-30
This document specifies guidance and requirements for the design and implementation of an energy data collection plan for an organization to demonstrate, improve and maintain its energy performance as well as its energy related to greenhouse gas (GHG) emissions.This document provides a framework for both the novice and expert that can be used to support those organizations:who have implemented or are implementing iso:proj:69426ISO 50001;who are implementing or are planning to implement ISO 50100.NOTE The document can also cover those organizations who have implemented or are implementing IEC 60364-8-1 [2].The energy data collection plan defines a measurement system for monitoring and analysing the energy performance as well as the energy related to greenhouse gas (GHG) emission of an organization.This document applies to all types of energy, energy uses and organization including buildings, equipment, processes, systems, transportation and facilities of all sizes, complexity and types.
Tämä dokumentti on DRM-suojattu. DRM-suojattujen tiedostojen lukemiseen on välttämätöntä asentaa koneelle ilmainen FileOpen-liitännäinen (FileOpen plug-in). Jos sinulla ei ole oikeutta asentaa ohjelmia omalle päätelaitteellesi, ota yhteyttä oman organisaatiosi IT-tukeen. FileOpen liitännäisen saat ladattua osoitteessa http://plugin.fileopen.com/all.aspx. Onnistuneen asennuksen jälkeen avaa standardiehdotus Acrobat Readerilla, jotta lisäosa toimii oikein.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: ISO/TC 159/SC 1
(General ergonomics principles)
Alkuperä: ISO
Määräpäivä: 2026-06-01
Human-centred quality is an outcome and a measure of the extent to which requirements for usability, accessibility, user experience and avoidance of harm from use are met. This document describes the rationale, principles and activities needed to improve the human-centred quality of an organisation’s products, systems and services, and the significant business benefits that can be achieved. It provides requirements and recommendations for the principles that management needs to implement for achieving human-centred quality. The principles and activities address the needs of people directly interacting with the outputs of the development process as well as other people who are stakeholders in their operation. While the document is not intended to be directly applicable to organizational design and the design of work systems, it can be adapted for these purposes.
It does not provide in detail coverage of the methods and techniques; processes that implement the human-centred design approach are described in ISO 9241-220. This document does not address domain-specific health or safety requirements.
The information in this document is intended for use by those responsible for planning and managing projects that develop products and services. It provides a framework for ergonomists and human factors professionals involved in human-centred activities to structure their work for integration in project planning and governance.
This document operates within the framework of ISO 26800, that sets out the overall principles of ergonomics. The application of detailed ergonomics/human factors knowledge in specific domains can be used in conjunction with this document. These issues are addressed in a number of other TC 159 standards including parts of ISO 9241, ISO 6385, ISO 20282-1, ISO 11428 and ISO TS 20646.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: CEN/TC 144
(Tractors and machinery for agriculture and forestry)
Alkuperä: CEN
Määräpäivä: 2026-06-02
This document stipulates measures as well as requirements in respect to performance and safety for winches that are used in agriculture and forestry for logging and skidding work.It applies to permanently mounted and removable winches and their components, which are mounted on mobile and self-propelled forestry machines as defined in ISO 6814:2009, as well as to winches for forestry mounted on agricultural tractors that are used for forestry work. The document also applies to capstan winches and winches using driving sheaves or driving pulleys for forestry.It does not apply to winches: — that are used for hoisting or lifting operations;— that are used in draglines;— that are used in in yarders, unless winches according to 5.17;— designed for traction aid purposes;— using operating and control voltages > 42 V;— that are used with log splitters according to EN 609-1.It applies exclusively to winches that are used for dragging loads on horizontal and inclined ground during logging operations or which are used to support tree felling work.The significant hazards included in this document are identified in Annex A.This document is not applicable to winches manufactured before the date of its publication.
Tämä dokumentti on DRM-suojattu. DRM-suojattujen tiedostojen lukemiseen on välttämätöntä asentaa koneelle ilmainen FileOpen-liitännäinen (FileOpen plug-in). Jos sinulla ei ole oikeutta asentaa ohjelmia omalle päätelaitteellesi, ota yhteyttä oman organisaatiosi IT-tukeen. FileOpen liitännäisen saat ladattua osoitteessa http://plugin.fileopen.com/all.aspx. Onnistuneen asennuksen jälkeen avaa standardiehdotus Acrobat Readerilla, jotta lisäosa toimii oikein.
Toimialayhteisö:
Metalliteollisuuden Standardisointiyhdistys
Komitea: ISO/TC 23/SC 15
(Machinery for forestry)
Alkuperä: ISO
Määräpäivä: 2026-06-02
This document specifies requirements with respect to performance and safety for winches that are used in forestry and agriculture for logging and skidding work.It applies to permanently mounted and removable winches and their components, which are mounted on mobile and self-propelled forestry machines as defined in ISO 6814:2009, as well as to winches for forestry mounted on agricultural tractors or other implements that are used for forestry work. This document also applies to capstan winches and winches using driving sheaves or driving pulleys and portable winches used for forestry.It applies exclusively to winches that are used for dragging loads on horizontal and inclined ground during logging operations, which are used for unspooling and positioning of the winch rope of another winch for forestry or which are used to support tree felling work.It does not apply to winches:— that are used for hoisting or lifting operations;— that are used in draglines;— that are used in yarders;— designed for traction aid purposes;— using ropes made from natural fibres— using operating and control voltages > 60 V;— that are used with log splitters according to EN 609-1.Control systems for winches with fully or partially self-evolving behaviour or logic are not covered by this document.The significant hazards included in this document are identified in Annex A.This document is not applicable to winches manufactured before the date of its publication.
Tämä dokumentti on DRM-suojattu. DRM-suojattujen tiedostojen lukemiseen on välttämätöntä asentaa koneelle ilmainen FileOpen-liitännäinen (FileOpen plug-in). Jos sinulla ei ole oikeutta asentaa ohjelmia omalle päätelaitteellesi, ota yhteyttä oman organisaatiosi IT-tukeen. FileOpen liitännäisen saat ladattua osoitteessa http://plugin.fileopen.com/all.aspx. Onnistuneen asennuksen jälkeen avaa standardiehdotus Acrobat Readerilla, jotta lisäosa toimii oikein.