CEN - European Committee for Standardization

This document specifies requirements and provides guidance for bodies providing audit and certification of a privacy information management system (PIMS) according to ISO/IEC 27701 in combination with ISO/IEC 27001, in addition to the requirements contained within ISO/IEC 27006 and ISO/IEC 27701. It is primarily intended to support the accreditation of certification bodies providing PIMS certification.
The requirements contained in this document need to be demonstrated in terms of competence and reliability by anybody providing PIMS certification, and the guidance contained in this document provides additional interpretation of these requirements for any body providing PIMS certification.
NOTE     This document can be used as a criteria document for accreditation, peer assessment or other audit processes.

This document specifies requirements and provides guidance for establishing, implementing, maintaining and continually improving a Privacy Information Management System (PIMS) in the form of an extension to ISO/IEC 27001 and ISO/IEC 27002 for privacy management within the context of the organization.
This document specifies PIMS-related requirements and provides guidance for PII controllers and PII processors holding responsibility and accountability for PII processing.
This document is applicable to all types and sizes of organizations, including public and private companies, government entities and not-for-profit organizations, which are PII controllers and/or PII processors processing PII within an ISMS.

This document specifies the technical delivery conditions for corrosion-resistant alloy seamless tubular products for casing, tubing, coupling stock and accessory material (including coupling stock and accessory material from bar) for two product specification levels:
—     PSL-1, which is the basis of this document;
—     PSL-2, which provides additional requirements for a product that is intended to be both corrosion and cracking resistant for the environments and qualification method specified in Annex G and in the ISO 15156 series.
At the option of the manufacturer, PSL-2 products can be provided in lieu of PSL-1.
NOTE 1  The corrosion-resistant alloys included in this document are special alloys in accordance with ISO 4948-1 and ISO 4948-2.
NOTE 2  For the purpose of this document, NACE MR0175 is equivalent to the ISO 15156 series.
NOTE 3  Accessory products can be manufactured from coupling stock and tubular material, or from solid bar stock or from bored and heat heat-treated bar stock as covered in Annex F.
This document contains no provisions relating to the connection of individual lengths of pipe.
This document contains provisions relating to marking of tubing and casing after threading.
This document is applicable to the following five groups of products:
a)   group 1, which is composed of stainless alloys with a martensitic or martensitic/ferritic structure;
b)   group 2, which is composed of stainless alloys with a ferritic-austenitic structure, such as duplex and super-duplex stainless alloy;
c)   group 3, which is composed of stainless alloys with an austenitic structure (iron base);
d)   group 4, which is composed of nickel-based alloys with an austenitic structure (nickel base);
e)   group 5, which is composed of bar only (Annex F) in age-hardened (AH) nickel-based alloys with austenitic structure.
NOTE 4  Not all PSL-1 categories and grades can be made cracking resistant in accordance with the ISO 15156 series and are, therefore, not included in PSL-2.

This document gives the safety requirements and measures for stationary multi-blade rip sawing machines manually loaded and/or unloaded, hereinafter referred to as "machines", designed to cut solid wood and material with similar physical characteristics to wood.
It deals with all significant hazards, hazardous situations and events as listed in Clause 4 relevant to machines, when operated, adjusted and maintained as intended and under the conditions foreseen by the manufacturer including reasonably foreseeable misuse. Also, transport, assembly, dismantling, disabling and scrapping phases are taken into account.
NOTE       For relevant but not significant hazards, e.g. sharp edges of the machine frame, see ISO 12100:2010.
This document does not deal with specific hazards related to the combination of single machines with any other machine as part of a line.
It is not applicable to machines:
—          with all saw blades spindles mounted below the workpiece support/level only;
—          intended for use in potentially explosive atmosphere;
—          manufactured prior to its publication.

This European Standard specifies requirements and test methods applicable to ready-made garments, materials and seams of protective clothing against the influence of precipitation (e.g. rain, snowflakes), fog and ground humidity.

ISO 9806:2017 specifies test methods for assessing the durability, reliability, safety and thermal performance of fluid heating solar collectors. The test methods are applicable for laboratory testing and for in situ testing.
ISO 9806:2017 is applicable to all types of fluid heating solar collectors, air heating solar collectors, hybrid solar collectors co-generating heat and electric power, as well as to solar collectors using external power sources for normal operation and/or safety purposes. It does not cover electrical safety aspects or other specific properties directly related to electric power generation.
ISO 9806:2017 is not applicable to those devices in which a thermal storage unit is an integral part to such an extent that the collection process cannot be separated from the storage process for making the collector thermal performance measurements.

This Technical Specification covers validated design parameters of buried thermoplastics piping systems for functional and structural design for the following applications:
pressure (excluding piping systems for gaseous fluids and industrial applications);
non-pressure.
The functional design is based on relevant standards and commonly used practices.
Depending on the project parameters, this route for structural design can be
either established by long term experience (within certain limitations),
or calculated according to CEN/TR 1295-2 by using thermoplastic pipe material related properties and design criteria.
NOTE   The route is shown in the flowchart given in Figure 1 in 4.1.
Since in practice precise details of types of soil and installation conditions are not always available at the design stage, the choice of design assumptions is left to the judgement of the designer/specifier. In this connection, this guide can only provide general indications and advice.

2017-05-02 FJD - deletion of a formula and reinsertion of two figures at their approrpiate places; concerns the French and German versions.

ISO/TR 15608:2017 provides guidelines for a uniform system for grouping materials for welding purposes. It can also be applied for other purposes, such as heat treatment, forming and non-destructive testing.
It covers grouping systems for the following standardized materials:
?   steels;
?   aluminium and its alloys;
?   copper and its alloys;
?   nickel and its alloys;
?   titanium and its alloys;
?   zirconium and its alloys;
?   cast irons.

This European Standard is applicable to authorities involved in railway operation and may also be applied for light vehicles (e.g. trams, metros, etc. running on two rails) and their associated infrastructure, but not for systems such as rail-guided buses.
It allows rolling stock and infrastructures to be dimensioned and their compliance to be checked relative to applicable gauging rules.
For rolling stock and infrastructure, this standard is applicable to new designs, to modifications and to the checking of vehicles and infrastructures already in use.
This document EN 15273-1 covers:
   the general principles;
   the various elements and phenomena affecting the determination of gauges;
   the various calculation methods applicable to the elements shared by the infrastructure and by the rolling stock;
   the sharing rules for elements taken into account in calculations specific to the infrastructure and to the rolling stock;
   a catalogue of European gauges.
This document does not cover:
   conditions to be met to ensure safety of passengers on platforms and of persons required to walk along the tracks;
   conditions to be met by the fixed equipment maintenance machines in active position;
   the space to be cleared for the running track of rubber-tyred metros and other vehicles;
   rules applicable to extraordinary transportation, however some formulae may be used;
   rules applicable to the design of the overhead contact line system;
   rules applicable to the design of the current collection system on a third rail;
   simulation methods for the running of vehicles, however, it does not confirm the validity of existing simulations;
   verification rules of wagon loadings;
   coding methods for combined transportation;
   infrastructure gauges for very small curve radii (e.g. R < 150 m for gauge G1).

This document is applicable to the authorities involved in all types of railway operation.
This European Standard is applicable to new vehicle designs, to modifications and to the checking of the gauge for vehicles already in use.
The application of the rules of this European Standard makes it possible to determine the maximum dimensions of vehicles related to the structures.
This European Standard contains:
- the associated rules for all the gauges for rolling stock;
- the requirements for composing the technical gauge report to submit to the Acceptance Authority in order to confirm vehicle conformity to this standard;
- the requirements for maintaining the vehicle characteristics influencing gauging throughout its operational life.

This standard:
-   defines the various profiles needed to install, verify and maintain the various structures near the structure gauge;
-   lists the various phenomena to be taken into account to determine the structure gauge;
-   defines a methodology that may be used to calculate the various profiles from these phenomena;
-   lists the rules to determine the distance between the track centres;
-   lists the rules to be complied with when building the platforms;
-   lists the rules to determine the pantograph gauge;
-   lists the formulae needed to calculate the structure gauges in the catalogue.
The defined gauge includes the space to be gauged and maintained to allow the running of rolling stock, and the rules for calculation and verification intended for sizing the rolling stock to run on one or several infrastructures without interference risk.
This standard defines methodologies to demonstrate gauge compatibility between infrastructure and rolling stock.
This standard defines the responsibilities of the following parties:
a)   for the infrastructure:
1)   gauge clearance;
2)   maintenance;
3)   infrastructure monitoring.
b)   for the rolling stock:
1)   compliance of the operating rolling stock with the gauge concerned;
2)   maintenance of this compliance over time.
The gauges included in these standards have been developed as part of their application on European railways. Other networks such as regional, local, urban and suburban networks may apply the gauge regulations defined in this standard. They may be required to make use of specific methodologies, particularly where:
-   specific rolling stock is used (for example: underground trains, trams, etc. operating on two rails);
-   use occurs in other ranges of radii;
-   others, etc.
The catalogue included in this standard only includes a selection of gauges and is not exhaustive. Each network is free to define the gauges in accordance with their own needs.

This standard specifies a method for determining the body voltage generated when a person wearing standardized footwear walks on a resilient or laminate floor covering. The test method can be used under laboratory conditions as well as in situ.

This European Standard specifies the reference method for the testing of spectacle frames, ready-to-wear spectacles, sunglasses and other items for eye and face protection for nickel release.
The reference method supports the demonstration of conformity with the limit value for nickel release of 0,5 µg/cm2/week set forth by European Regulation.
The reference method involves the procedural steps shown in Figure 1 and described in Clause 4.
This document applies to those parts of metal spectacle frames and those metal parts of combination spectacle frames that are intended to come into direct and prolonged contact with the skin of the wearer. This document also applies to those relevant metal parts of ready-to-wear spectacles, sunglasses and other items for eye and face protection.
NOTE   The reference method for articles apart from spectacle frames, ready-to-wear spectacles, sunglasses and other items for eye and face protection is specified in EN 1811.

ISO 3953:2011 specifies a method for the determination of tap density, i.e. the density of a powder that has been tapped into a container under specified conditions.

ISO 11909:2007 details general test methods for polyisocyanate resins and solutions of polyisocyanate resins intended for use as binders in paints, varnishes and related products.

This International Standard specifies the minimum characteristics of instruments for measuring physical quantities characterizing an environment as well as the methods for measuring the physical quantities of this environment. It does not aim to define an overall index of comfort or thermal stress but simply to standardize the process of recording information to the determination of such indices. Other International Standards give details of the methods making use of the information obtained in accordance with this standard.

This document specifies a method for measuring the time of liquid (simulated urine) strike-through for nonwoven coverstocks. The method is suitable for making comparisons between different nonwoven coverstocks. It does not simulate in-use conditions for finished products.

This document specifies the technical delivery conditions for corrosion-resistant alloy seamless tubular products for casing, tubing, coupling stock and accessory material (including coupling stock and accessory material from bar) for two product specification levels:
   PSL-1, which is the basis of this document;
   PSL-2, which provides additional requirements for a product that is intended to be both corrosion and cracking resistant for the environments and qualification method specified in Annex G and in the ISO 15156 series.
At the option of the manufacturer, PSL-2 products can be provided in lieu of PSL-1.
NOTE 1 The corrosion-resistant alloys included in this document are special alloys in accordance with ISO 4948-1 and ISO 4948-2.
NOTE 2 For the purpose of this document, NACE MR0175 is equivalent to the ISO 15156 series.
NOTE 3 Accessory products can be manufactured from coupling stock and tubular material, or from solid bar stock or from bored and heat heat-treated bar stock as covered in Annex F.
This document contains no provisions relating to the connection of individual lengths of pipe. This document contains provisions relating to marking of tubing and casing after threading. This document is applicable to the following five groups of products:
a)   group 1, which is composed of stainless alloys with a martensitic or martensitic/ferritic structure;
b)   group 2, which is composed of stainless alloys with a ferritic-austenitic structure, such as duplex and super-duplex stainless alloy;
c)   group 3, which is composed of stainless alloys with an austenitic structure (iron base);
d)   group 4, which is composed of nickel-based alloys with an austenitic structure (nickel base);
e)   group 5, which is composed of bar only (Annex F) in age-hardened (AH) nickel-based alloys with austenitic structure.
NOTE 4 Not all PSL-1 categories and grades can be made cracking resistant in accordance with the ISO 15156 series and are, therefore, not included in PSL-2.

This document applies to the transportation of passengers in a forward- and/or rearward-facing position on a carrier cycle as defined in the EN 17860 series, except for Part 7 (carrier cycle trailers).
This document does not apply to the transportation of children in a child seat that is tested according to EN 14344:2022.
This document applies to the intended riding purpose commuting and leisure with moderate effort, in accordance with EN 17406:2020+A1:2021.
NOTE    Some European countries have special legislation for transporting children on cycles. Compliance with this document might not meet this legislation.

This document specifies requirements and test methods for protective helmets for use in mountaineering intended to protect the head of the user in order to reduce the risk of impact injury.
This document is also applicable to protective helmets used in activities with similar hazards as in mountaineering including, but not limited to, climbing, caving, canyoning, rope courses, and via ferrata climbing.
This document does not apply to protective helmets used by ski mountaineers as defined in FprEN 18100:2025 .

1.1   Scope of EN 1993 5
(1) This document provides rules for the structural design of bearing piles and sheet piles made of steel.
(2) This document provides rules for the structural design of steel elements for foundations and retaining structures constructed using steel piles.
(3) This document is applicable to:
—   steel piled foundations for civil engineering works on land and over water;
—   temporary or permanent structures needed to carry out steel piling work;
—   temporary and permanent retaining structures made of continuous steel piling.
(4) This document does not apply to:
—   offshore platforms;
—   dolphins;
—   ground reinforcing elements.
NOTE   Ground reinforcing elements include rock bolts, soil nails, sprayed concrete, wire mesh and facing elements.
(5) This document does not cover the following aspects:
—   geotechnical design;
—    seismic design.
NOTE 1   For geotechnical design, see EN 1997 (all parts).
NOTE 2   For the effects of ground movement caused by earthquakes, see EN 1998 (all parts).
(6) This document provides methods for design by calculation and for design assisted by testing.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1993 1 (all parts) and EN 1997 (all parts) apply.
(2) The design methods given in EN 1993 5 are applicable if
—   the execution quality for steel piles is as specified in EN 12063, EN 12699, EN 14199; and
—   the execution quality for associated steel elements (such as bracing, anchors, waling, etc.) is as specified in EN 1090 2, EN 1537; and
—   the execution quality for concreting of bearing piles is as specified in EN 1536; 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.
(3) The methods for design by calculation apply only within the stated ranges of material properties and geometric proportions, for which sufficient experience and test evidence is available. These limitations do not apply to design assisted by testing.

This document specifies the requirements and recommendations relative to the construction of a sectoral transition plan for industry decarbonization.
This document does not specify the requirements for the construction of a roadmap of single industrial company’s transition plan (a plant or a group), however, a sectoral transition plan can be used as a reference in an entity transition plan.
This document is intended to be used by organizations, including national and public bodies, trade associations, federations, companies and NGOs that wish to establish or monitor sectoral decarbonization plans.
This document is climate-programme neutral. If a climate programme is applicable, requirements of this programme are additional to the requirement of this document.
In this document, either natural or technological sequestrations occur inside the geographical and sectoral boundaries considered in the sectoral transition plan. Otherwise, they are excluded.
In this document, considering its energy consumption and its cost, the direct air capture and storage technology (DACS) is not considered relevant and is excluded from the sectoral transition plan.
Carbon offsets are excluded from this document.
NOTE   Carbon offsets are intended as be understood as “Emissions reduction or removal resulting from an action outside the geographical and sectoral boundary used to counterbalance the sector’s residual emissions”.

This document specifies methods for the determination of five selected estrogens in whole water samples listed in Table 1 (see Clause 4). The methods are based on solid-phase extraction (SPE; disk or cartridge) followed by liquid or gas chromatography-mass spectrometry detection (tandem mass spectrometry or high resolution mass spectrometry). Depending on the sample preparation chosen, the sample preparation can be applicable to the analysis of selected estrogens in drinking water, groundwater and surface water containing suspended particulate matter (SPM) up to 500 mg/l, dissolved organic carbon (DOC) content up to 14 mg/l (whole water samples).
The lower application range defined as verified limit of quantification can vary depending on the methods, the sensitivity of the equipment used and the matrix of the sample. The range is 0,006 ng/l to 1 ng/l for 17alpha-ethinylestradiol (EE2) and 0,038 ng/l to 1 ng/l for the other estrogens in drinking water, ground water and surface water. The upper limit of the working range is approximately tens of nanograms per litre.
For application that targets the measurements of very low level concentrations (between the lowest LOQ and 0,1 ng/l), every single step of the procedure becomes critical.
The methods can be used to determine further estrogens or hormones in other types of water, for example treated wastewater, if accuracy has been tested and verified for each case as well as storage conditions of both samples and reference solutions have been validated.

This document specifies requirements for data dictionaries that are used by product catalogues for building services to provide the semantics of their definitions and data modelling. For this purpose, it defines an overall model that contains:
—    subject kinds that allow to distinguish:
—    product subjects representing products in product catalogues;
—    catalogue subjects comprising meta data of product catalogues;
—    various kinds of blocks that collect properties of complex product features, including ports and in/outlets;
—    relationship types that allow to distinguish between different kinds of relationships like isSubtypeOf, hasPart, or hasBlock;
—    property kinds to distinguish between:
—    static properties describing products by providing property values in product catalogues;
—    dynamic properties that describe the behaviour of products;
—    external properties that represent external conditions that influence the behaviour of the product by influencing the values of dynamic properties.
This document also describes a mapping of the overall model to the data dictionary model of ISO 12006-3 by introducing a dictionary meta level.
Finally, to overcome deficiencies of the standards underlying ISO 16757-5 in capturing all aspects of product catalogues, this document provides some rules and recommendations for required data dictionary elements.
This document does not describe how product catalogues have to be organized, and it does not describe any formats for the exchange of product catalogues. Product catalogues are described in ISO 16757-5.

This document describes how product catalogue data for building services products is exchanged by means of ISO 16739-1 (Industry Foundation Classes, IFC) and EN 17549-2 from manufacturers to designers of building services systems.
This document specifies how the product catalogue structures and content are set up using the definitions stored in a data dictionary.
In scope of this document are:
—     processes for the provision and exchange of product catalogues;
—     rules for the geometrical representation of products;
—     representation of products, product classes, ports, in/outlets, components and accessories by using IFC;
—     representation of properties in IFC and the use of IFC constraints for the representation of product variants;
—     representation of parametric geometry and the generation of IFC geometries for selected variants;
—     calculation of article number.
The resulting product catalogue can be used by designers to select the desired products and integrate them into their model of the building services system.
The expected audience of this document are software providers for the built environment sector and professionals working in the sector who create product catalogues or use product catalogues by means of software tools.
Not in scope of this document is the representation of properties in data dictionaries. The use of data dictionaries is described in ISO 16757-4.

This document specifies the general “design for recycling” guidelines for EPS raw materials. It provides guidance on the impact of specific design characteristics on the recyclability of the product in practice and recommended design options to ensure that the product is recyclable, including target values and performance ranges, where applicable. It also provides a definition of recyclable product and of design for recycling.
This document refers to EPS thermal insulation products but may be used for other EPS construction products where appropriate.
This document refers to the recycling processes of EPS insulation products. The sorting and collecting steps are not part of this document.
This document takes into account all currently known recycling processes that are suitable to enable the circular economy for insulation materials. Particular attention is paid to ensuring that the most energy-efficient processes are given preference, especially mechanical recycling.
For some of these processes, practical experience has been gained over many years, so a basic knowledge base for the development of a guideline is already available.
At the same time, it is important to also take into account future-oriented processes, for which at the moment little but increasing experience is available or which have so far only been implemented on a small scale.

This document applies to tyre curing machines having the following configuration:
-   crossing flow tyre curing machines, with one cavity with manual or automatic feeding and discharge;
-   crossing flow tyre curing machines, with two cavities, with manual or automatic feeding and discharge and with:
-   common curing cycle and common safeguarding; or
-   independent curing cycles and common safeguarding; or
-   independent curing cycles and independent safeguarding;
-   tyre curing machines with automatic rear feeding and discharge.
The safety requirements and/or protective measures specified in this document apply to tyre curing machines used to cure bicycle, motorcycle, passenger vehicle and truck tyres or other tyres that can be cured according to the requirements of this document.
This document deals with the following ancillary equipment that are an integral part in a tyre curing machine:
-   loading/unloading device;
-   take-away conveyor;
-   Post Cure Inflator (PCI) integrated in the rear side of a crossing flow machines for passenger vehicle tyres;
-   spraying jib.
This document does not deal with:
-   feeding system and discharge system;
-   tyre curing machines with manual loading of the green tyre into the mould and manual unloading of the cured tyre from the mould;
-   ancillary equipment which is not an integral part of the tyre curing machine, e.g. conveying equipment;
-   exhaust systems.
This document deals with all significant hazards, hazardous situations and events relevant to tyre curing machines, when they are used as intended and under conditions of misuse which are reasonably foreseeable by the manufacturer (see Annex A).
It does not deal with hazards associated with falling of parts of the container or mould because they are not part of the machinery.
This document is not applicable to tyre curing machines which are manufactured before the date of its publication as an EN.

This document specifies the characteristics of parallel grooved pins with pilot point and full-length diamond grooves (with closed-end at the insertion side), in steel and stainless steel, and with nominal diameter 1 mm to 25 mm.
These grooved pins are designed to fulfil the main following function: locking together two or more parts, with the easiest installation (due to the pilot point) and a highest level of pull-out resistance (due to the elastic fit behaviour of the pin).
The general requirements (including functional principles for grooved pins and assembly) are specified in ISO 13669.

This document specifies requirements and test methods for protective helmets for ski mountaineers intended to protect the head of the user in order to reduce the risk of impact injury.
This document is also applicable to protective helmets used in activities with similar hazards including but not limited to; ski-touring, speed-touring, ski fitness, split-boarding, skimo, telemark touring, but does not apply to protective helmets for alpine skiers and snowboarders.

This document is applicable to carrier cycles with or without electric assistance with a minimum gross vehicle weight that is bigger than 300 kg and a maximum gross vehicle weight of 650 kg.

The document offers guidance on the selection of an appropriate method(s) to measure the flow properties of powders for powder feedstock based additive manufacturing processes. This document offers several definitions and parameters that affect powder flowability, in addition to several references for additional definitions and parameters.
It is intended that the guidance provided in this document not only applies to the virgin condition of the powder but also the used powder as a result of any number of successive builds. It is well known that the physical behaviour of the powder is also affected by the manufacturing process itself during the recovery and sieving cycles of the powder during the production processes. This condition of the powder going back into the system can be called out and monitored from successive builds to detect any drift of the powder properties.
This document applies to:
—     the conditions that have an influence on flow properties, and
—     the necessary information in a test report.
This document is aimed for test equipment manufacturers, material suppliers, additive machine manufacturers, and additive manufacturing machine users.

1.1   Scope of EN 1995-3
(1) This document gives minimum requirements for execution of timber structures (buildings and bridges) designed in accordance with EN 1995 (all parts) to ensure that what is built meets the requirements for mechanical resistance, serviceability, durability, and fire performance.
(2) This document gives guidance on moisture control during transport to the building site, storage on site, handling on site and erection.
(3) This document gives guidance on workmanship and deviation limits during execution.
(4) This document assumes that there is an execution specification which states all the specific requirements relevant for the execution of a particular structure.
(5) For products covered by a European technical product specification, this document only covers those aspects of fabrication such as cutting, machining and drilling after placement of the product on the market.
(6) This document does not cover:
a)   parts which are not designed according to EN 1995;
b)   temporary works (such as formwork, scaffolding, propping, shoring, etc.);
c)   specification, production and conformity of timber members in accordance with European technical product specifications;
d)   deviation limits for other properties than mechanical resistance, serviceability, durability and fire performance;
e)   contractual aspects, responsibilities of the various parties, competency requirements or the degree of independence of the personnel undertaking the inspection;
f)   health and safety requirements during execution.
1.2   Assumptions
(1) It is assumed that all relevant provisions of EN 1995 are complied with.
(2) It is recognized in this document that areas such as detailed requirements for competence of personnel, and details related to Quality Management are within the competence of the CEN Member States.
(3) Before the execution begins on a part of the structure, it is assumed that the following are available on site:
—   the drawings and specification of that part;
—   the execution specification.
(4) Before the start of the execution, it is assumed that the execution specification has been checked for completeness.
(5) It is assumed that previous work (such as foundations) has been inspected and that any work which needs to be done due to deviations from the execution specification has been carried out.

This document specifies minimum content to be reported in material data sheets to justify the published material property values. This document does neither aim to define compulsory test quantities nor to define any basis for qualification purposes. Individual additions and extensions are permissible. This document is intended for use by organisations throughout the additive manufacturing supply-chain, e.g., manufacturers of PBF-LB/M or PBF-EB/M machines or comparable metal-powder-bed equipment, powder suppliers, service providers and users of the additively manufactured components.

This document extends the base nomenclature provided in ISO/IEEE 11073-10101:2020  to support terminology for implantable cardiac devices. Devices within the scope of this nomenclature are implantable devices such as pacemakers, defibrillators, devices for cardiac resynchronization therapy, and implantable cardiac monitors. This nomenclature defines the terms necessary to convey a clinically relevant summary of the information obtained during a device interrogation. The nomenclature extensions may be used in conjunction with other IEEE 11073 standard components (e.g., ISO/IEEE 11073-10201 [B2] ) or with other standards, such as Health Level Seven International (HL7).

This document defines the end-to-end requirements for the entire management of electronic traffic regulations (METR) system of systems (SoS). This document introduces the reference architecture used by subsequent parts.
NOTE            The operational concept for METR is provided in ISO/TR 24315-2.[9]

This document specifies a method for the photometric determination of dissolved chromium(VI) using manual, (e.g. hand photometry), automated static (e.g. discrete analyser system) or automated dynamic [e.g. flow injection analysis (FIA), continuous flow analysis (CFA)] or ion chromatography with post-column reaction (IC-PCR)] techniques.
The method described in this document is applicable for other matrices, such as leachates from landfills and raw wastewater, after appropriate method validation.

This document specifies a laboratory method of determining the open assembly time under referenced conditions in standard climate (20 ± 2) °C and (65 ± 5) % relative humidity (hereafter climate [20/65]).
The method gives a result that cannot be applied to the safe manufacture of timber structures without taking into account the influence of factors such as timber density, moisture content, factory temperature and relative air humidity.

This document specifies the characteristics of valves made from polyethylene (PE) for piping systems in the field of the supply of gaseous fuels.
It is applicable to isolating unidirectional and bi-directional valves with spigot ends or electrofusion sockets intended to be fused with PE pipes or fittings conforming to EN 1555 2 and EN 1555 3 respectively.
Valves made from materials other than PE, designed for the supply of gaseous fuels conforming to the relevant standards can be used in PE piping systems according to EN 1555 (all parts), provided that they have PE connections for butt fusion or electrofusion ends, including integrated material transition joints, conforming to EN 1555 3.
It also specifies the test parameters for the test methods referred to in this document.
In conjunction with EN 1555-1, EN 1555-2, EN 1555-3 and EN 1555-5, this document is applicable to PE pipes, fittings and valves, their joints and, joints with components of PE and other materials intended to be used under the following conditions:
a)   a maximum operating pressure, MOP, up to and including 10 bar  at a design reference temperature of 20 °C;
NOTE 1   For the purpose of this document and the references to ISO 8233, MOP is considered to be nominal pressure.
b)   an operating temperature between −20 °C to 40 °C.
For operating temperatures between 20 °C and 40 °C, derating coefficients are specified in EN 1555 5.
The EN 1555 series covers a range of MOPs and gives requirements concerning colours.
It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.
This document covers valve bodies designed for connection with pipes with a nominal outside diameter dn ≤ 400 mm.
NOTE 2   Additional information related to the installation of PE 100-RC systems is given in EN 1555-1:2025, Annex A.
NOTE 3   Additional information about the suitability of PE pipe systems for hydrogen and its admixtures is given in EN 1555-1:2025, Annex B.

This document specifies a method for determining the creep deformation of bonded specimens loaded in bending shear. It is applicable to adhesives used in load bearing timber structures.
It is applicable for assessing the compliance of adhesives to EN 15425 and EN 16254.
This test is intended primarily to obtain performance data for the classification of adhesives for load bearing timber structures according to their suitability for use in defined climatic environments.
This method is not intended to provide data for structural design and does not necessarily represent the performance of the bonded member in service.

This document defines the terms used in ultrasonic non-destructive testing and forms a common basis for standards and general use.
This document does not cover specific terms used in ultrasonic testing with arrays.
NOTE            Terms used in ultrasonic testing with arrays are defined in ISO 23243.

This document, together with EN 13476-1, specifies the definitions and requirements for pipes, fittings and the system based on unplasticized poly(vinyl chloride) (PVC-U), polypropylene (PP) and polyethylene (PE) structured-wall piping systems that are intended for use in non-pressure underground drains and sewers for foul wastewater.
NOTE 1   Products complying with this document can also be used in non-pressure underground drains and sewers for surface water.
This document is applicable to pipes and fittings with smooth internal and external surfaces, designated as Type A.
This document also specifies test methods and test parameters.
This document is applicable to:
a)   structured-wall pipes and fittings, which are intended to be used buried underground outside the building structure; reflected in the marking of products by “U”;
b)   structured-wall pipes and fittings, which are intended to be used buried underground both outside (application area code “U”) and within the building structure, reflected in the marking of products by “UD”.
This document is applicable to structured-wall pipes and fittings with or without an integral socket with elastomeric ring seal joints as well as welded and fused joints.
This document is applicable to a range of pipe and fitting sizes, materials, pipe constructions, stiffness classes, application areas, tolerance classes and gives recommendations concerning colours.
NOTE 2   It is the responsibility of the purchaser or specifier to make the appropriate selections from these aspects, taking into account their particular requirements and any relevant national regulations and installation practices or codes.

This document specifies and gives guidance on:
—   general requirements for storage of water outside consumers' buildings, including service reservoirs for potable water and reservoirs containing water not for human consumption at intake works or within treatment works, excluding those that are part of the treatment process;
—   design;
—   general requirements for product standards;
—   requirements for quality control and auditing, testing and commissioning;
—   operational requirements;
—   requirements for inspection, rehabilitation and repair.
The requirements of this document are applicable to:
—   design and construction of new reservoirs;
—   extension and modification of existing reservoirs;
—   significant rehabilitation of existing reservoirs.
This document does not apply to reservoirs formed by the building of dams or the use of lakes for water storage purposes.

This document is applicable to hinged and pivoted doors, doorsets and door assemblies with glass based leaves. Throughout this document the term “doorset” will be used to cover doors, doorsets and door assemblies. It prescribes the methodology for extending the application of test results obtained from fire resistance test(s) conducted in accordance with EN 1634-1 and/or EN 1634-3 and/or EN 1191.
Subject to the completion of the appropriate test or tests, the extended application may cover all or some of the following examples:
—   integrity (E), integrity and radiation (EW) or integrity and insulation (EI1 or EI2) classification;
—   ambient temperature smoke control (Sa) and medium temperature smoke control (S200) classifications;
—   ability to close and durability of self-closing (C0 – C5);
—   glazed elements;
—   side, transom or over panels;
—   items of building hardware;
—   decorative and protective finishes;
—   intumescent seals and non-intumescent (e.g. smoke, draught or acoustic) seals;
—   alternative supporting construction(s).
This document does not apply to horizontal doorsets and windows.