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This document specifies requirements for GNSS positioning augmentation centers that distribute correction data to provide higher accuracy and integrity information for positioning users in the civil and commercial market. The GNSS positioning augmentation centers cover the following types of positioning This document also specifies roles of the following stakeholders and functions of the software present at GNSS positioning augmentation centers. (A) Role of Planner (B) Role of Designer (C) Role of Administrator (D) Function of Software

The objective of this document is to propose an extension to the existing standard for the information model for representing the mixed and augmented reality scene/contents description, namely: The document also provides definitions for terms as related to these MAR content informational components and their attributes. The target audience of this document are mainly MAR system developers and contents designers interested in specifying MAR contents to be played by an MAR system or browser. The standard will provide a basis for further application standards or file formats for any virtual and mixed reality applications and content representation. The extension will be self-contained in the sense that it is independent from the existing virtual reality information constructs, focusing only on the mixed and augmented reality aspects. However, this document only proposes the information model, and neither promotes nor proposes to use a specific language, file format, algorithm, device, implementation method, and standard. The proposed model is to be considered as the minimal basic model that can be extended for other purposed in actual implementation,

This document applies to distributor valves and distributor-isolating devices.The distributor valves contained in this document are of graduable release type. Direct release types are not included.Functionally they are regarded as not containing relay valves of any type, even if the relay valves are physically an integral part of the distributor valves.This document applies to both distributor-isolating devices mounted separate from the distributor valve and distributor-isolating devices integral with the distributor valve.This document specifies the requirements for the design, testing and quality assurance of distributor valves and distributor-isolating devices.The distributor valve and distributor-isolating device are intended to be part of a brake system mounted in a vehicle with maximum length of 31 m and maximum brake pipe volume of 25 l taking into consideration brake pipe inner diameters between 25 mm and 32 mm.

This document specifies requirements for biobanking of bacteria and archaea including acquisition, microbial culture, identification, quality control, preservation, storage, and distribution. It includes management of microbial material associated data as well as biosafety and biosecurity requirements. This document is applicable to all organizations performing biobanking of bacteria and archaea used for research and development. This document does not apply to processing methods for microbial materials intended for food/feed production, laboratories undertaking food/feed analysis, or therapeutic use.

This method describes procedures for the determination of lignin content in kraft, soda, and hydrolysis lignin. The method is applicable to lignin isolated from a kraft pulping process, a soda pulping process, or lignin obtained by hydrolysis of biomass.

This document addresses performance criteria for coating systems on exterior wood. Performance requirements are specified according to three categories of end use (defined in EN 927 1) in terms of two mandatory tests, namely natural weathering performance testing carried out in accordance with EN 927 3, and water permeability in accordance with EN 927 5. Additional optional tests (non-mandatory) are tabled which can be used by suppliers, or for specification purposes, to provide additional information, to a standardized format, on aspects of performance relevant to specific situations. The majority of test methods are drawn from EN 927 (all parts), but where relevant additional tests from other national and international sources are used.Requirements for claiming conformity with this document are defined and provide flexibility for different situations and can also provide a basis for certification.

This European Standard specifies a method to determine the influence of factory made cementitious products on the odour, flavour, colour and turbidity of test waters after contact with the products.This European Standard is applicable to factory made cementitious products, e.g. cement mortar linings to metallic pipes, tanks, concrete pipes etc. intended to be used for the transport and storage of water for human consumption, including raw water used for the production of drinking water.

This European Standard specifies a method to determine the migration of substances from factory made cementitious products into test waters after contact with the products.This European Standard is applicable to factory made cementitious products, e.g. cement mortar linings to metallic pipes, tanks, concrete pipes etc., intended to be used for the transport and storage of water intended for human consumption, including raw water used for the production of drinking water.

This certifiable standard gives requirements for establishing, implementing, maintaining and continually improving a cyber risk assessment system within the context of the Company’s SMS. All the elements for compliance with this certifiable standard should therefore be traceable within the SMS by direct inclusion or reference. Conformity with this standard may be displayed by; Company statement or certificate of conformity 2nd party statement or certificate of conformity Independent third party statement or certificate of conformity [standard wording re the different paths for certification] The recommendations set out in this document are applicable to Companies as defined below.

(1) This document defines imposed loads (models and representative values) associated with road traffic, pedestrian actions and rail traffic which include, when relevant, dynamic effects and centrifugal, braking and acceleration actions and actions for accidental design situations.(2) Imposed loads defined in this document are applicable for the design of new bridges, including piers, abutments, upstand walls, wing walls and flank walls, noise barriers, canopies etc., and their foundations. Where appropriate, the loads can also be considered as a basis for assessment or modification of existing structures in combination with complementary conditions if necessary.(3) The load models and values given in this document are also applicable for the design of retaining walls adjacent to roads and railway lines and the design of earthworks subject to road or rail traffic actions. This document also provides applicability conditions for specific load models.(4) This document is intended to be used with prEN 1990, the other parts of the EN 1991 series and the EN 1992 series to EN 1999 series for the design of structures.

1.1 Scope of EN 1991 1 2(1) The methods given in this Eurocode are applicable to buildings and civil engineering works, with a fire load related to the building and its occupancy.(2) EN 1991 1 2 deals with thermal and mechanical actions on structures exposed to fire. It is intended to be used in conjunction with the fire design Parts of EN 1992 to EN 1996 and EN 1999 which give rules for designing structures for fire resistance.(3) EN 1991 1 2 contains thermal actions either nominal or physically based. More data and models for physically based thermal actions are given in annexes.(4) EN 1991 1 2 does not cover the assessment of the damage of a structure after a fire.(5) EN 1991 1 2 does not cover supplementary requirements concerning, for example:- the possible installation and maintenance of sprinkler systems;- conditions on occupancy of building or fire compartment;- the use of approved insulation and coating materials, including their maintenance.1.2 Assumptions(1) In addition to the general assumptions of EN 1990 the following assumptions apply:- any active and passive fire protection systems taken into account in the design will be adequately maintained;- the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel, or is given by the relevant national regulation.

1.1 Scope of prEN 1992 1 2(1) This document deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with prEN 1992 1 1 and EN 1991 1 2. This document identifies differences from, or supplements to, normal temperature design.(2) This document applies to concrete structures required to fulfil a loadbearing function, separating function or both.(3) This document gives principles and application rules for the design of structures for specified requirements in respect of the aforementioned functions and the levels of performance.(4) This document applies to structures, or parts of structures, that are within the scope of prEN 1992 1 1 and are designed accordingly.(5) The methods given in this document are applicable to normal weight concrete up to strength class C100/115 and lightweight concrete up to strength class LC50/60.1.2 Assumptions(1) In addition to the general assumptions of prEN 1990 the following assumptions apply:- the choice of the relevant design fire scenario is made by appropriate qualified and experienced personnel or is given by the relevant national regulation;- any fire protection measure taken into account in the design will be adequately maintained.

This standard gives the general basis for the design of structures in plain, reinforced and prestressed concrete made with normal weight, lightweight and heavyweight aggregates together with specific rules for buildings, bridges and civil engineering structures, including temporary structures, under temperature conditions between –40 °C and +100 °C generally. It complies with the principles and requirements for the safety, serviceability, durability and robustness of structures, the basis of their design and verification that are given in EN 1990 Basis of structural and geotechnical design.EN 1992 is only concerned with the requirements for resistance, serviceability, durability, robustness and fire resistance of concrete structures. Other requirements, e.g. concerning thermal or sound insulation, are not considered.This Part 1-1 does not cover:- resistance to fire (see EN 1992-1-2),- fastenings in concrete (see EN 1992-4),- seismic design (see EN 1998),- particular aspects of special types of civil engineering works (such as dams, pressurevessels),- design with galvanised reinforcing steel,- structures made with no-fines concrete, aerated or cellular concrete, lightweight aggregateconcrete with open structure components,- structures containing structural steel sections (see EN 1994 for composite steel-concretestructures),- Structural parts made of concrete with D_lower < 8 mm, unless otherwise stated in the code.

This part of ISO 29481 Information Delivery Manual (IDM) specifies:• a data schema for exchanging the data required in specific data exchange scenarios during the building lifecycle in theextensible markup language (XML) schema format.• a classification system for IDM specifications.This part of ISO 29481 is intended to facilitate interoperability and reusability of IDM specifications. It promotes digital collaborationbetween actors in the construction process and provides a basis for accurate, reliable, repeatable and high-quality informationexchange.

This European standard specifies general requirements, minimum performance requirements and test procedures for open channelinstrumentation used to determine either volumetric flow-rate and/or total volume passed of waters in artificial open channels. Itcovers the following technology categories:-Level sensors with associated electronics designed to be used with a conventional gauging structure (e.g. weir or flumefor which the stage discharge characteristics are established and published in a national or international standard) or afluid velocity sensor.-Integrated velocity area devices comprising level and velocity sensors that may be separate or combined in a single assembly;-Velocity sensors that determine the mean water velocity through a channel.It is recognised that for some OCIs certain tests cannot be carried out.

This document specifies three methods for the determination of the tensile properties of materials used as surfaces, elastic layers and shockpads for sports areas.Method 1 measures the tensile strength of homogenous test specimens that are less than 25 mm in thickness.Method 2 measures the transversal tensile strength of homogenous test specimens that are more than 25 mm in thickness.Method 3 measures the tensile strength of sports surfaces or shockpads that are non-homogenous and contain slots or grooves cut into their structure.This document is applicable both to prefabricated sheet materials and to materials formed by casting of liquid systems cured in- situ.NOTE If the nature of the sports surface is such that a properly representative test piece cannot be prepared in the manner described in this document, then determination of tensile properties should not be attempted for quality control purposes, or as a predictor of performance in use. With such materials, it can be more appropriate to determine their compressive properties or other dynamic characteristics for these purposes.

This document specifies a method to test the orientation of the flip-top cap on flexible cylindrical tubes [1].It is applicable to aluminium, plastic and laminated tubes used for packing pharmaceutical, cosmetic, hygiene, food and other domestic and industrial products.