CEN - European Committee for Standardization

This document specifies requirements intended to ensure safety and health of persons using caravan holiday homes as defined in EN 13878, as temporary or seasonal accommodation.
It specifies grades of resistance to snow loads and the stability of the structure of caravan holiday homes as well as the minimum information to be included in a user's handbook.
It also specifies the corresponding test methods.

This document is applicable to type D and type SD hose assemblies with hoses made of elastomers and bonded plastics for the transport of gaseous, vaporous, liquid or powdery substances in the pharmaceutical and the biotechnological industries. It specifies the classification, manufacturing and testing of as well as the materials, requirements and quality surveillance for hose assemblies.
These hose assemblies are intended to be used with the relevant substances at temperatures in the range from −30 °C to +100 °C, depending on the medium, and at operating pressures from −0,9 bar (vacuum) to 10 bar (see Table 2 and Table 3). For hoses with a lining made of PTFE and derivatives, temperatures from −30 °C to +140 °C are permissible.
Hose assemblies in accordance with this document are classified into four types, A – D, A – SD. B – D, B – SD.

This document specifies safety requirements and test methods for changing units, changing pads and changing unit accessories for domestic use.
This document only covers the function of the item as a changing unit. If the item can be converted or used for another function (e.g. cots, storage furniture, bath tubs and stands, etc.), other relevant European Standards apply.
The changing unit can be foldable and can be fitted with a child bathtub or other additional items.

This document specifies requirements for high chromium white cast iron grit, as supplied for blast-cleaning processes. It specifies ranges of particle sizes, together with corresponding grade designations. Values are specified for hardness, density, defect/structural requirements, metallographic structure and chemical composition.
The requirements specified in this document apply to abrasives supplied in the new condition only. They do not apply to abrasives either during or after use.
High chromium white cast iron grits are used in both static and site blasting equipment. They are most often selected where there is a possibility for the recovery and re-use of the abrasive.
NOTE 1 Although this document has been developed for preparation of steelwork, these materials are predominantly used for non-ferrous substrates. The properties specified will generally be appropriate for use when preparing other material surfaces, or components, using blast-cleaning techniques, and can be used for applications where no subsequent coating is applied.
NOTE 2 Whenever dissimilar metals are used together, galvanic corrosion can occur.

This document specifies the minimum requirements for the provision of physical exercise by fitness clubs.
This includes the operational, managerial, and supervision requirements in the delivery of both within and any externally related services offered by fitness clubs, together with the selection and positioning of exercise equipment, the essential skills required by fitness trainers, and any associated environmental and procedural requirements for safe physical exercising to take place.
This document is applicable to all publicly accessible fitness clubs where exercising in groups or individually takes place and is irrespective of the size of the club. It is intended to provide a healthy, safe and secure environment for its users, including through the use of digital technologies.
This document is applicable to fitness clubs publicly available and open to user subscription or pay-as-you-go services. This document does not cover clubs that are exclusively secondary businesses and offered in addition or as a complement to their primary service.
NOTE   In the event that the fitness club is expected to be accessible to people with special needs (e.g. people with a disability and/or impairments, minors, etc.), attention is drawn to any relevant national guidelines.

This document establishes the performance requirements for accessories (laces and eyelets, metal components, touch and close fasteners, zippers and trims) for footwear, in order to assess the suitability for the end use. It also establishes the test methods to be used to evaluate the compliance with the requirements.
This document applies to accessories (laces and eyelets, metal components, touch and close fasteners, zippers and trims) for all kinds of footwear as defined in Table 1.
This document can be used as a reference by the manufacturer and the supplier.

This document provides terminology, concepts and a description of mechanisms in the field of data exchange focusing on trusted data transactions.
Those elements can be used in the development of standards in support of trusted data transactions and constitute a basis to identify key dimensions and criteria that contribute to the trust in a data transaction between interested parties.
Therefore, those elements constitute a foundational understanding on which trusted data transactions can be based, independently of any architectural choices or technical implementation.

This document gives guidance on developing, managing and implementing public warning before, during and after incidents.
This document is applicable to any organization responsible for public warning. It is applicable at all levels, from local up to international.
Before planning and implementing the public warning system, the risks and consequences of potential hazards are assessed. This process is not part of this document.

This document establishes the performance requirements for upper components for footwear (not for the finished footwear), irrespective of the material, in order to assess the suitability for the end use. It also establishes the test methods to be used to evaluate the compliance with the requirements.
This document applies to uppers for all kinds of footwear as defined in Clause 4.
This document can be used as a reference by the footwear manufacturer and the supplier.

This document establishes the performance requirements for insole components for footwear in order to assess the suitability for the end use and/or fitness for purpose. It also establishes the test methods to be used to evaluate the compliance with the requirements.
This document applies to insoles for all kinds of footwear as defined in Clause 4.
This document can be used as a reference by the manufacturer and the supplier.

This document is to be used together with the other generic parts of the EN 13001 series of standards, see Annex E, as well as pertinent crane type product EN standards, and as such they specify general conditions, requirements and methods to, by design and theoretical verification, prevent mechanical hazards of hydraulic cylinders that are part of the load carrying structures of cranes. Hydraulic piping, hoses and connectors used with the cylinders are not within the scope of this document, as well as cylinders made from other material than carbon steel.
NOTE 1   Specific requirements for particular crane types are given in the appropriate European product standards, see Annex E.
The significant hazardous situations and hazardous events that could result in risks to persons during intended use are identified in Annex F. Clauses 5 to 7 of this document provide requirements and methods to reduce or eliminate these risks:
a)   exceeding the limits of strength (yield, ultimate, fatigue);
b)   elastic instability (column buckling).
NOTE 2   EN 13001-3-6 deals only with the limit state method in accordance with EN 13001-1.

This document specifies a test method for the determination of per cent recovery and non-recoverable creep compliance of bitumens and bituminous binders by means of a Multiple Stress Creep and Recovery (MSCR) test. The MSCR test is conducted using the Dynamic Shear Rheometer (DSR) in creep mode at a specified temperature.
The per cent recovery at multiple shear stress levels is intended to determine the presence of elastic response and the stress dependence of bituminous binders. The non-recoverable creep compliance at multiple shear stress levels is intended as an indicator for the sensitivity to permanent deformation and stress dependence of bituminous binders.
This document is applicable to un-aged, aged, stabilized and recovered bituminous binders. The test procedure in accordance with this document is not applicable for bituminous binders with particles larger than 250 μm (e.g. filler material, granulated rubber).
WARNING — The use of this document can involve hazardous materials, operations and equipment. This document does not purport to address all of the safety problems associated with its use. It is the responsibility of the user of this document to establish appropriate safety and health practices, workers protection, and to determine the applicability of regulatory limitations prior to use. The use of this document involves handling of apparatus and binders at very high temperatures.

This document establishes the performance requirements for heel and top pieces components for footwear, irrespective of the material, in order to assess the suitability for the end use and/or fitness for purpose. It also establishes the test methods used to evaluate the compliance with the requirements.
This document applies to heel and top piece for all kind of footwear as defined in Clause 4. It does not apply to finished footwear.
This document can be used as a reference by the manufacturer and the supplier

This document defines and establishes a framework for access management (AM) and the secure management of the process to access information and information and communications technologies (ICT) resources, associated with the accountability of a subject within some contexts.
This document provides concepts, terms and definitions applicable to distributed access management techniques in network environments.
This document also provides explanations about related architecture, components and management functions.
The subjects involved in access management can be uniquely recognized to access information systems, as defined in the ISO/IEC 24760 series.
The nature and qualities of physical access control involved in access management systems are outside the scope of this document.

This European Standard specifies the construction and performance characteristics as well as the requirements and methods of test for the safety and marking of domestic cooking appliances, capable of using the combustible gases defined in EN 30-1-1:2008+A2:2010, that have one or more burners with an automatic burner control system, referred to in the text as "appliances".
This European Standard includes specific requirements and methods of test that are applicable to burners having an automatic burner control system, whether or not the appliance is equipped with a fan for the supply of combustion air to, and/or the evacuation of the products of combustion from the burner concerned. These specific requirements and methods of test are only applicable when the burner has an automatic burner control system and do not apply to burners having automatic ignition that fall within the scope of
EN 30-1-1:2008+A2:2010.
This European Standard is intended to be used in conjunction with EN 30-1-1:2008+A2:2010 and, where appropriate, other parts of EN 30-1 covering appliances having:
-   forced-convection ovens and/or grills;
-   a glass ceramic hotplate.
It does not cover all of the safety requirements and methods of test that are specific to forced-convection ovens and/or grills and glass ceramic hotplates.
Unless specifically excluded hereafter, this standard applies to these appliances or their component parts, whether or not the component parts are independent or incorporated into a single appliance, even if the other heating components of the appliance use electrical energy (e.g. combined gas-electric cookers).
This European Standard includes requirements covering the electrical safety of equipment incorporated in the appliance that is associated with the use of gas. It does not include requirements covering the electrical safety of electrically heated component parts of their associated equipment ).
This European Standard does not apply to:
-   outdoor appliances;
-   appliances connected to a combustion products evacuation duct;
-   appliances having a pyrolytic gas oven;
-   appliances having automatic burner control systems that:
-   have a second safety time (see EN 298:2003), or
-   control one or more burners that incorporate a separate ignition burner;
-   appliances having an uncovered burner or a non-enclosed covered burner (see 3.1.1) that utilises a fan for the supply of its combustion air;
-   appliances having enclosed covered burners that are not equipped with an automatic burner control system;
-   appliances having one or more burners that are capable of remote operation (type1), unless the burner(s) concerned are:
-   oven burners equipped with an automatic burner control system, or
-   oven burners of time-controlled ovens that are designed for a delayed start without the user being present;
-   appliances having one or more burners that are capable of remote operation (type 2), unless the burner(s) concerned are:
-   oven, grill or hotplate burners equipped with automatic burner control systems, or
-   oven burners of time-controlled ovens that are designed for a delayed start without the user being present;
-   appliances supplied at pressures greater than those defined in 7.1.3;
-   appliances equipped with air-gas ratio controls;
-   appliances incorporating one or more hotplate or grill burners that enable the user to program the delayed start of a cooking cycle.
This European Standard does not cover the requirements relating to automatic on-off cycling multi-ring hotplate burners for which specific requirements are under consideration.
This European Standard does not cover the requirements relating to third family gas cylinders, their regulators and their connection.
This European Standard only covers type testing.

This document gives guidance on the risk-based approach to follow for the design and operation of the LNG bunker transfer system, including the interface between the LNG bunkering supply facilities and receiving LNG fuelled vessels.
This document provides requirements and recommendations for the development of a bunkering site and facility and the LNG bunker transfer system, providing the minimum functional requirements qualified by a structured risk assessment approach taking into consideration LNG properties and behaviour, simultaneous operations and all parties involved in the operation.
This document is applicable to bunkering of both seagoing and inland trading vessels. It covers LNG bunkering from shore or ship, mobile to ship and ship to ship LNG supply scenarios, as described in Clause 4.

This document establishes the specifications for the execution of tension tests to be carried out on soil nails and rock bolts.
NOTE 1      Soil nails and rock bolts are referred to as elements in the scope of this document.
NOTE 2      This document covers but is not limited to grouted soil nails and rock bolts.
NOTE 3      This document does not provide specification for the number of tests, the type of test, the Test Method, the value of the proof load and the limiting criteria. These aspects reside in EN 1997-3 and its national annex or in similar standards.
This document provides specifications for three types of tension tests: investigation tests, suitability tests and acceptance tests.
Two methods of testing are recognised by this document. Test Method A involves step-loaded maintained load tension tests. Test Method B involves constant displacement rate tension tests.
This document provides specifications for the experimental devices, the measurement apparatus, the test procedures, the definition and the presentation of the test results and the content of records, aiming at:
a)      measuring the pull-out resistance of a soil nail or a rock bolt;
NOTE 4      A loading test performed using this document provides the pulled-out resistance along the bonded length, that will possibly differ from the pull-out resistance considered in design.
b)      checking that a soil nail or rock bolt behaves as designed.

This document specifies a test method for the determination of the moisture resistance of wood-based panels under cyclic test conditions.

This document specifies the calculation method, based on Life Cycle Assessment (LCA) and other quantified environmental information, to assess the environmental performance of a building and its site, during whole life cycle, based on a building life cycle model. It also establishes a system for the reporting and communication of the outcome of the assessment.
The document gives:
-   the description of the object of assessment based on the functional equivalent;
-   the system boundary that applies at the building level;
-   calculation rules and procedure to be used to compile and assess the life cycle inventory and life cycle environmental impacts of buildings;
-   the list of indicators and procedures for the calculation of these indicators;
-   demand for information concerning building generated energy reporting;
-   the requirements for the data necessary for the calculation;
-   provides recommendations on how to assess aspects at the local environment level; and
-   the requirements for presentation of the results in reporting and communication.
The approach to the assessment covers all stages of the building life cycle and is based on data obtained from Environmental Product Declarations (EPD) and their "information modules" (EN 15804:2012+A2:2019), generic data according to EN 15941 and other data and information necessary and relevant for carrying out the assessment. The assessment includes all building related construction products, processes and services, used over the life cycle of the building.
The document is applicable to new, existing buildings and buildings undergoing refurbishment or any other kind of activity to extend its service life. Environmental impacts and aspects that are not related to the building are outside the scope of this standard. Methodologies for and approaches to the interpretation and the making of value judgments of the results of the assessment are outside the scope of this document.
The document also provides the methodological basis and assessment rules to support the achievement of environment related macro-objectives in Europe and instruments such as the European reporting framework Level(s).
NOTE   More information on the European reporting framework Level(s)can be found at Level(s) (europa.eu).
Informative Annexes B and C provide non-LCA information covering environmental aspects at the local environment level and additional information on end-of-life scenarios.

This document specifies a method for determining the Charpy impact strength of plastics under defined conditions. It defines a number of different types of specimen and test configurations. It also specifies different test parameters according to the type of material, the type of test specimen and the type of notch.
The method described in this document can be used to investigate the behaviour of specified types of specimen under the impact conditions defined and for estimating the brittleness or toughness of specimens within the limitations inherent in the test conditions. It can also be used for the determination of comparative data from similar types of material.

This document establishes the performance requirements for outsole components for footwear, in order to assess the suitability for the end use. It also establishes the test methods to be used to evaluate the compliance with the requirements.
This document applies to outsoles for all kinds of footwear as defined in Table 1.
This document can be used as a reference by the footwear manufacturer and the supplier

This document specifies a method for preparing asphalt test blocks intended for testing of hot applied joint sealants according to EN 13880 7 and EN 13880 9.

This document specifies requirements for the contents of a technical file to demonstrate the fulfilment of regulatory requirements for an endosseous dental implant that can include:
implant body;
implant abutment;
abutment screw;
implant connecting part;
implant connecting part screw;
prosthetic screw;
implant cover screw;
transmucosal healing component.
This document also specifies requirements for intended use and performance, design attributes, components, biocompatibility, manufacturing, packaging, sterilization, shelf life, marking, labelling and information supplied by the manufacturer.
This document does not apply to the following devices:
dental implants incorporating animal or human components or bioactive characteristics;
custom-made devices that have no pre-fabricated connection;
implantable materials for bone filling and augmentation in oral and maxillofacial surgery;
membrane materials for guided tissue regeneration in oral and maxillofacial surgery;
specific instruments indicated to be used as part of a dental implant system.
NOTE 1        ISO 22794 specifies the necessary content of technical files for implantable materials for bone filling and augmentation in oral and maxillofacial surgery. ISO 22803 specifies the necessary content of technical files for membrane materials for guided tissue regeneration in oral and maxillofacial surgery. These materials require a separate technical file.
NOTE 2        ISO 13504 gives the general requirements for specific instruments indicated to be used as part of a dental implant system. These instruments require a separate technical file.
NOTE 3        Custom-made devices are defined in IMDRF/PMD WG/N49 [5].

This document specifies the behaviour of web application programming interfaces (APIs) that provide access to tiles of one or more geospatial data resources (collections) that the web API offers.
This document describes how to:
discover which resources offered by the web API can be retrieved as tiles;
get metadata about the available tile sets (including according to which tile matrix set each tile set is partitioned and the limits of that tile set within a common potentially global tile matrix set);
request a tile.
The core conformance class is defined in a way that can be easily included in a web API, even if that API does not conform to the OGC API  –  Common Standard. A web API can combine some requirements classes of this document with those of other OGC API standards (including OGC API  –  Common) to extend the scope of the web API by adding functionality.

This document establishes the performance requirements for lining and insock components for footwear, irrespective of the material, in order to assess the suitability for the end use and/or fitness for purpose. It also establishes the test methods to be used to evaluate compliance with these requirements.
This document applies to lining and insocks for all kinds of footwear as defined in Clause 4.
This document can be used as a reference by the manufacturer and the supplier.

This document specifies the equipment and procedures for determining the hygrothermal behaviour of external thermal insulation composite kits with a rendering system (ETICS kits).

This document specifies a method for the measurement of focal spot sizes within the range of 5 µm to 300 µm of X-ray systems up to and including 225 kV tube voltage. This determination is based on the evaluation of an image with a dedicated focal spot that has been radiographically recorded using an edge and evaluated with a digital method.
The imaging quality and the resolution of X-ray images depend highly on the characteristics of the effective focal spot, in particular its size and the two-dimensional intensity distribution as seen from the detector plane.
For the characterization of commercial X-ray tube types (i.e. for advertising or trade), the nominal values of Annex A are preferred.
NOTE            The same procedure can be used at higher kilovoltages by agreement but the accuracy of the measurement can be poorer.

This document describes a non-destructive method to verify (confirm) the precious metal fineness of finished and semifinished jewellery item(s) considered homogeneous by ED-XRF (energy dispersive X-ray fluorescence), including alloys according to ISO 9202.
This document is not suitable for any coated items. WD-XRF (wavelength dispersive X-ray fluorescence) equipment cannot be used.

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
...

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.

This document specifies a method for the selective enumeration of bifidobacteria in milk products by using a colony-count technique at 37 °C under anaerobic conditions.
The method is applicable to milk products, such as fermented (e.g. yoghurts) and non-fermented milks (e.g. pasteurized milks, skim milks, whey protein concentrates), milk powders and formulae (e.g. infant formulae, follow-up formulae for older infants, products for young children) where these microorganisms are present and viable, in combination with other lactic acid bacteria or alone. The method is also applicable to starter and probiotic cultures. For proposed quality criteria of dairy products, see, for example, CXS 243-2003.
Bifidobacteria used in milk products usually belong to the following species (e.g. References [7] and [10]):
—     Bifidobacterium adolescentis;
—     B. animalis subsp. animalis;
—     B. animalis subsp. lactis;
—     B. bifidum;
—     B. breve;
—     B. longum subsp. infantis;
—     B. longum subsp. longum.

This document applies to gas appliances intended for outdoor use capable of working with gases of the second family or second and third family.
This document does not apply to appliances intended for commercial purposes.
The scope of this document is the same as the scope of the product standards developed by the European Technical Committee CEN/TC 181 covering the same type of appliance but limited to the use of liquefied petroleum gases, hereinafter referred to as ‘the product standard’.
This standard is applicable in addition to the product standards developed by CEN/TC 181 covering LPG dedicated appliances. For example, the product standards are:
-   for an independent cooktop: EN 484;
-   for multi-purpose boiling burners: EN 497;
-   for a barbecue or griddle: EN 498;
-   for a patio heater: EN 14543;
-   flueless non-domestic space heaters: EN 461.
This document does not apply to appliances under the scope of EN 449.
This document does not apply to appliances fitted with a gas pressure governor.
This document specifies the manufacturing, and marking requirements and establish the testing method of appliances prior to their placing on the market and during further assessments.
This document does not apply for changing the appliance category of an appliance already put on the market.
This document specifies the modifications of the appliances allowed to change the type of gas to be used depending of its gas category.
This document does not apply to appliances burning liquefied petroleum gases at the vapour pressure within the gas cartridge or gas cylinder.

1.1   Scope of FprEN 1993 2
(1) This document provides rules for the structural design of steel bridges and steel parts of steel-concrete composite bridges.
(2) This document is applicable to the resistance, serviceability and durability of steel bridge structures.
(3) The design of tension components and related parts is covered by EN 1993 1 11.
NOTE   For the design of hangers for tied-arch bridges, additional provisions are given in Annex A.
(4) Supplementary requirements for seismic design are given in EN 1998 2.
1.2   Assumptions
(1) Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1998 (all parts) and EN 1993 1 (all parts) apply.
(2) The design methods given in FprEN 1993 2 are applicable if:
-   the execution quality is as specified in EN 1090 2 and EN 1090 4, and
-   the construction materials and products used are as specified in the relevant parts of EN 1993, or in the relevant material and product specifications.

This European Standard establishes a semantic data model of the core elements of an electronic invoice. The semantic model includes only the essential information elements that an electronic invoice needs to ensure legal (including fiscal) compliance and to enable interoperability for cross-border, cross sector and for domestic trade. The semantic model may be used by organizations in the private and the public sector for public procurement invoicing. It may also be used for invoicing between private sector enterprises. It has not been specifically designed for invoicing consumers.
This European Standard complies at least with the following criteria:
-   it is technologically neutral;
-   it is compatible with relevant international standards on electronic invoicing;
-   the application of this standard should comply with the requirements for the protection of personal data of Directive 95/46/EC, having due regard to the principles of privacy and data protection by-design, data minimization, purpose limitation, necessity and proportionality;
-   it is consistent with the relevant provisions of Directive 2006/112/EC [2];
-   it allows for the establishment of practical, user-friendly, flexible and cost-efficient electronic invoicing systems;
-   it takes into account the special needs of small and medium-sized enterprises as well as of sub-central contracting authorities and contracting entities;
-   it is suitable for use in commercial transactions between enterprises.

This document defines terms and definitions used in the process chain for computer-aided design and computer-aided manufacturing (CAD/CAM) systems in dentistry.
NOTE: See Annex A for a flow chart of the process chain.

This document gives guidance for the assessment of conformity of materials, products, joints and assemblies in accordance with the applicable part(s) of the EN 1852 series intended to be included in the manufacturer’s quality plan as part of the quality management system and for the establishment of certification procedures.
NOTE 1   The quality management system is expected to conform to or be no less stringent than the relevant requirements in EN ISO 9001 [1].
NOTE 2   If third-party certification is involved, the certification body is expected be accredited to EN ISO/IEC 17065 [2] or the EN ISO/IEC 17021 series [3], as applicable.
NOTE 3   In order to help the reader, a basic test matrix is given in Annex A.
In conjunction with EN 1852 1 this document is applicable to solid wall piping systems made of polypropylene (PP) intended to be used for:
—   non-pressure underground drainage and sewerage outside the building structure (application area code “U”), and
—   non-pressure underground drainage and sewerage for both buried in ground within the building structure (application area code “D”) and outside the building structure.
This is reflected in the marking of products by “U” and “UD”.

ISO 8653:2016 specifies a method to measure the ring-size using a ring stick with defined characteristics, which is mainly used during manufacturing steps, and specifies the designation of the ring-size.
NOTE For jeweller-consumer relationships, the finger size is measured with a finger gauge set made up of a ring for each size with the same diameter and tolerance than the ring stick ones.

This document specifies the minimum and optional content of the product passport and the unified code relating to the identification of resilient, textile, laminate and modular mechanical locked floor coverings and their underlay necessary for the implementation of a circular economy. Packaging is excluded. The intended use of this standard is to provide information that allows different stakeholders to assess floor coverings and underlays on product content, environmental information, reuse, and/or recycling potential.

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.

This document specifies basic requirements for the braking of trains hauled by locomotives.
This document is applicable for trains hauled by locomotives and vehicles intended for use in general operation or in fixed or predefined formation.
NOTE   This ensures technical compatibility of the brake function between vehicles of various origins in a train (see 5.4).
If concerned, the EN-UIC brake architecture described in this document (see 5.4) is also applicable to brakes for multiple unit train and high speed trains and urban rail described in the EN 16185 series and the EN 15734 series and the EN 13452 series respectively.
This document also takes into account electrical and electronic control functions and additional brake systems like dynamic brakes and adhesion independent brakes.
The brake system requirements, which are specific for railbound construction and maintenance machines are set out in EN 14033-1.

This document specifies the terminology, classification and the methods that are used for the grading and description of single unmounted polished diamonds over 0,25 carat (ct).
This document applies to natural, unmounted, polished diamonds. It is not to be used for fancy coloured diamonds, synthetic diamonds, treated diamonds (other than is allowed for in 7.4), nor for assembled stones.

1.1   Scope of EN 1993-4-2
(1) EN 1993 4 2 provides rules for structural design of vertical cylindrical, conical and pedestal above-ground steel tanks for the storage of liquids and refrigerated liquefied gas products.
(2) This document is applicable to the design for resistance of cylindrical walls and flat bottoms constructed using unstiffened plates. The design of conical and dome roofs as shell structures (unsupported) or as supported on a structural framework (supported) are also covered.
(3) This document is only applicable to the requirements for resistance and structural stability of steel tanks.
(4) Further guidance on design aspects other than the structural design can be obtained from EN 14015 or the EN 14620 series, as applicable.
(5) This document only covers steel tank structures in Tank Groups 1, 2 and 3, as defined in this document.
NOTE   Tank Group 4 is not defined in this document (see 3.1.40).
(6) This document is applicable to tanks within the following dimensional limits (see EN 1991-4):
-   tank aspect ratio   hS/d < 10
-   tank total height   hS < 70 m
-   tank diameter   d < 100 m
(7) This document includes suitable rules for the design of tanks intended to store solids suspended in a liquid, where the appropriate global density of the mixture is used.
NOTE   Tanks used for the separation of mineral particles of different density fall into this category.
(8) This document does not apply to the following:
a)   tanks with gross capacity less than 5 m3 (5 000 l);
b)   dished-end tanks that have a diameter less than 5 m;
c)   tanks with characteristic internal pressures above the liquid surface greater than 50 kPa (500 mbar)  (see pressure equipment directive);
d)   design metal temperatures outside the ranges defined in Clause 5;
e)   tanks of rectangular and other non-circular planforms;
f)   tanks exposed to fire;
g)   floating roofs and floating covers;
h)   ancillary structures such as stairways, platforms, nozzles, piping and access doors.
(9) This document does not cover:
a)   the special requirements for seismic design of tanks;
b)   the design of a supporting structure;
c)   the design of ancillary structures such as stairways, platforms, pipe racks and ladders;
d)   the design of an aluminium roof structure on a steel tank;
e)   reinforced concrete foundations for steel tanks;
f)   the design of a conical hopper;
g)   the design of a transition junction between the base of a cylindrical shell wall and a conical hopper;
h)   the design of a supporting ring girder in an elevated tank.
1.2   Assumptions
(1) Unless specifically stated, EN 1990-1, the EN 1991 series and the EN 1993-1 series apply.
(2) The design methods given in this document apply 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 standards, see Clause 5.
NOTE   Further guidance on execution and material choice can be obtained from the documents EN 14015 or EN 14620 2, as applicable.
(3) This document applies to axisymmetric structures, but includes the effects of unsymmetrical actions (e.g. wind), and unsymmetrically supported tanks (e.g. on discrete supports).
(4) This document is intended to be used in conjunction with EN 1990-1, with EN 1991-4, with the other Parts of EN 1991, with EN 1993-1-6 and EN 1993-4-1, with the other Parts of EN 1993, with EN 1992 and with the other Parts of EN 1994 to EN 1999 relevant to the design of tanks. Matters that are already covered in those documents are not repeated.
(5) Numerical values for partial factors and other reliability parameters are recommended as basic values that provide an acceptable level of reliability. They have been selected assuming that an appropriate level of workmanship and quality management applies.

This document specifies general construction, performance and material requirements for PN 10 thermostatic mixing valves (TMV) and includes test methods for the verification of mixed water temperature performance at the point of use below 45 °C. This does not exclude the selection of higher temperatures where available. When these devices are used to provide anti-scald protection for children, elderly and disabled persons, the mixed water temperature needs to be set at a suitable temperature (body temperature approximately 38 °C). In particular children are at risk to scalding at lower temperatures than adults. This does not obviate the need for supervision of young children.
It applies to valves intended for use on sanitary appliances in kitchens, washrooms (incl. all rooms with sanitary tapware, e.g. toilets and cloakrooms) and bath rooms operating under the conditions specified in Table 1.
This document allows TMVs to supply a single outlet or a small number of outlets in a “domestic” application (e.g. one valve controlling a shower, bath, basin and/or bidet), excluding valves specifically designed for supplying a large number of outlets (i.e. for institutional use).
The tests described are type tests (laboratory tests) and not quality control tests carried out during manufacture.
Table 1 - Conditions of use
[...table not reproduced...]

This document is applicable to ozone used for treatment of water for swimming pools and spas. It describes the composition of ozone. It gives information on its use in swimming pool and spas water treatment. It also determines the rules relating to safe handling and use (see Annex B).

This document establishes a framework and specifies electronic fee collection (EFC) functions for the personalization process of on-board equipment (OBE) used for EFC.
The personalization process takes place within the domain of the entity that is responsible for the application in the OBE.
This document is applicable to the EFC interface, e.g. using dedicated short-range communication or integrated circuit(s) card, between the personalization equipment (PE) and OBE as shown in Figure 1.
This document does not cover the following:
whether the personalization functionality resides completely in the PE or whether this functionality instead resides in a central system, where the PE is more or less “transparent”;
the exact application command or message structures for the EFC personalization functionality (these are dependent on the communication media and are described in subsequent parts of the ISO 21719 series);
the test procedures for evaluation of an implementation for conformity to the requirements in this document;
setting-up of operating organizations (e.g. toll service provider, personalization agent, trusted third party).
NOTE            Some of the issues listed above are subject to separate documents prepared by ISO/TC 204, CEN/TC 278 and the European Telecommunications Standards Institute – Electromagnetic compatibility and Radio Spectrum Matters (ETSI ERM).

1.1   Scope of EN 1991-4
(1) This document provides rules for calculating actions for the structural design of silos and tanks.
NOTE 1   Silos are used for the storage of particulate solids. Tanks are used for the storage of liquids.
NOTE 2   For limitations on rules for silos given in this document, see 1.3.
NOTE 3   For limitations on rules for tanks given in this document, see 1.4.
(2) This document includes some provisions for actions on silo and tank structures that are not only associated with the stored particulate solids or liquids (e.g. the effects of thermal differentials) but substantially affected by them.
NOTE   Liquid loads on tanks are very precisely defined. Many loads on silos are not known with great precision. This document provides guidance for many practical situations for which very limited certain knowledge is available, and the information is derived from the limited experimental and analytical information available, coupled with conclusions drawn from failure investigations. The information is not based on a sound statistical treatment of experimental data.
(3) This document is intended for use with concrete, steel, aluminium, timber and FRP storage structures.
NOTE   FRP is the standard acronym for fibre reinforced polymer materials.
(4) This document is also applicable for the structural assessment of existing silos and tanks, unless otherwise specified by the relevant authority or, if not specified, agreed between the relevant parties for the specific project.
NOTE 1   Changes in filling or discharge arrangements, changes in the wall friction of inner surfaces, or in the use of the silo, including storage of different particulate solids, can be reasons for assessing existing silos.
NOTE 2   Differentiation of the liquid stored can be a reason for assessing existing tanks.
1.2   Assumptions
(1) The assumptions of EN 1990-1 apply.
(2) This document is intended to be used in conjunction with EN 1990 1, with the other parts of EN 1991, EN 1992, EN 1993, EN 1995, EN 1997, EN 1998 and EN 1999 where relevant to the design of silos and tanks.
1.3   Limitations on silos
1.3.1   Geometrical limitations
(1) The following geometrical limitations apply to the design rules for silos and silo batteries (see 3.2.59 and 3.2.60) covered by this document:
-   the silo planform cross-section shapes are limited to those shown in Figure 1.1c.
NOTE 1   Further information concerning planform cross-section geometries is given in Clause 7.
NOTE 2   For the determination of the effective diameter dc of the silo see Figure 1.1c;
-   the following dimensional limitations on the aspect ratio for free-standing single cell silos hc/dc, the overall height hb and the effective diameter dc apply (see Figure 1.1):
hc/dc < 10   (1.1)
hb < 100 m   (1.2)
dc < 60 m   (1.3)
NOTE 3   See Figure 1.1 for hc, dc and hb.
-   the structural transition lies in a single horizontal plane (see Figure 1.1a).
[Figure 1.1 - Silo forms showing dimensions and pressure notation]
(2) Only hoppers that are conical (i.e. axisymmetric), rectangular pyramidal with a/b ≤ 1,5, wedge-shaped (i.e. with two vertical end walls on opposite sides) or oblique are covered by this document. Other hopper shapes and hoppers with internal structures require special considerations.
(3) Silos with an oblique conical hopper used to achieve an eccentric outlet are covered by this document.
(4) Silos with an oblique hopper are covered, but generally silos with a systematically non-symmetric geometry are not specifically covered by this document. These situations include a chisel hopper (i.e. a wedge hopper beneath a circular cylinder) and hoppers with an elongated outlet other than wedge shaped.
1.3.2   Limitations on the stored particulate solids
(1) The following limitations on the stored particulate solids apply to the design rules for silos contained in this document:
...

This document specifies a method for the determination of fatty acid methyl esters (FAMEs) derived by transesterification or esterification from fats, oils, and fatty acids by capillary gas chromatography (GLC). FAMEs from C4 to C24 can be separated using this document including saturated FAMEs, cis- and trans-monounsaturated FAMEs, and cis- and trans-polyunsaturated FAMEs.
This document is applicable to crude, refined, partially hydrogenated or fully hydrogenated fats, oils and fatty acids derived from animal and vegetable sources, and fats extracted from foodstuff.
This document does not apply to milk and milk products (or fat coming from milk and milk products) or products supplemented with conjugated linoleic acid (CLA).
This document does not apply to di-, tri-, polymerized, hydroxylated and oxidized fatty acids, and fats and oils.
A method for the determination of the composition of FAMEs expressed by area % in liquid vegetable oils is proposed in Annex E.

EN 1998-1-2 is applicable to the design and verification of new buildings and temporary structures in seismic regions.

(1) EN 1994-1-2 gives rules for the design of steel-concrete composite structures for the accidental design situation of fire exposure. It only identifies differences from, or supplements to, rules for normal temperature design.
(2) EN 1994-1-2 only applies to structures, or parts of structures, that are within the scope of EN1994-1-1 and are designed accordingly.