This European Standard assigns sound insulation values to all transparent, translucent and opaque glass products, described in the European Standards for basic, special basic or processed glass products, when intended to be used in glazed assemblies in buildings, and which exhibit properties of acoustic protection, either as a prime intention or as a supplementary characteristic.
This document outlines the procedure, by which glass products may be rated, according to their acoustic performance which enables assessment of compliance with the acoustic requirements of buildings.
Rigorous technical analysis of measurement data remains an option, but this standard is intended to enable the derivation of simpler indices of performance, which can be adopted with confidence by non-specialists.
By adopting the principles of this standard the formulation of acoustic requirements in Building Codes and for product specification to satisfy particular needs for glazing is simplified.
It is recognised that the acoustic test procedures contained within EN ISO 140-1 and EN ISO 140-3 relate only to glass panes and their combinations. Although the same principles should be followed as closely as possible, it is inevitable that some compromises are necessary, because of the bulkier construction of other glazing types, e.g. glass blocks, paver units, channel-shaped glass, structural glazing and structural sealant glazing. Guidelines on how to adapt the test procedures for these glazing types are offered in Clause 4.
All the considerations of this standard relate to panes of glass/glazing alone. Incorporation of them into windows may cause changes in acoustic performance as a result of other influences, e.g. frame design, frame material, glazing material/method, mounting method, air tightness, etc. Measurements of the sound insulation of complete windows (glass and frame) may be undertaken to resolve such issues.

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This European Standard assigns sound insulation values to all transparent, translucent and opaque glass products, described in the European Standards for basic, special basic or processed glass products, when intended to be used in glazed assemblies in buildings, and which exhibit properties of acoustic protection, either as a prime intention or as a supplementary characteristic.
This document outlines the procedure, by which glass products may be rated, according to their acoustic performance which enables assessment of compliance with the acoustic requirements of buildings.
Rigorous technical analysis of measurement data remains an option, but this standard is intended to enable the derivation of simpler indices of performance, which can be adopted with confidence by non-specialists.
By adopting the principles of this standard the formulation of acoustic requirements in Building Codes and for product specification to satisfy particular needs for glazing is simplified.
It is recognised that the acoustic test procedures contained within EN ISO 140-1 and EN ISO 140-3 relate only to glass panes and their combinations. Although the same principles should be followed as closely as possible, it is inevitable that some compromises are necessary, because of the bulkier construction of other glazing types, e.g. glass blocks, paver units, channel-shaped glass, structural glazing and structural sealant glazing. Guidelines on how to adapt the test procedures for these glazing types are offered in Clause 4.
All the considerations of this standard relate to panes of glass/glazing alone. Incorporation of them into windows may cause changes in acoustic performance as a result of other influences, e.g. frame design, frame material, glazing material/method, mounting method, air tightness, etc. Measurements of the sound insulation of complete windows (glass and frame) may be undertaken to resolve such issues.

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This document covers the requirements for and testing of sealants for use in one or more of the following applications:
a)   Manufacturing of insulating glass units where direct ultraviolet resistance and mechanical resistance (Bonding use) of the insulating glass edge seal are required.
b)   Manufacturing of factory-made bonded sealant glazing elements when referred to by the relevant European Standards and/or European Technical Approval Guidelines.
c)   Assembling of glass products into or onto supports, where also direct ultraviolet resistance and/or mechanical resistance (bonding use) of the seal are required, under controlled environmental conditions as described in EN 13022 2:2014, Clause 5.
NOTE 1   The required level of resistance to ultraviolet exposure will be dependent upon the chemistry of sealant. Reduced UV exposure testing is acceptable for proven silicone technologies. Extended UV exposure will be required for different technologies.
This document covers the evaluation of conformity and the factory production control with respect to the production of sealants in conformity with this document.
This document describes the role of sealants that are in conformity with this document, with respect to sealing and bonding.
This document does not apply to sealants for the manufacture of insulating glass units where the seal is fully protected, i.e. by a frame, from ultraviolet radiation.
NOTE 2   Sealants for this application comply with EN 1279 4.
This document contains other aspects of importance for trade.

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This document covers the requirements for, and testing of sealants for use in one or more of the following applications:
a)   Manufacturing of insulating glass units where direct ultraviolet resistance and mechanical resistance (bonding use) of the insulating glass edge seal are required;
b)   Manufacturing of factory-made bonded sealant glazing elements when referred to by the relevant European Standards and/or European Technical Approval Guidelines;
c)   Assembling of glass products into or onto supports, where also direct ultraviolet resistance and/or mechanical resistance (bonding use) of the seal are required, under controlled environmental conditions as described in EN 13022-2.
This document covers the evaluation of conformity and the factory production control with respect to the production of sealants in conformity with this document.
This document describes the role of sealants that are in conformity with this document, with respect to sealing and bonding.
This document does not apply to sealants for the manufacture of insulating glass units where the seal is fully protected, i.e. by a frame, from ultraviolet radiation.

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This document gives test methods to assess the shatter properties of different types of monolithic flat glass for use in building and construction works, for which a specific fragmentation pattern is required when tested under defined conditions.
NOTE   Thermally treated monolithic glass are products for which such requirement exists.

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This document gives test methods to assess the shatter properties of different types of monolithic flat glass for use in building and construction works, for which a specific fragmentation pattern is required when tested under defined conditions.
NOTE Thermally treated monolithic glass is a product for which such a requirement exists.

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This document specifies performance requirements for laminated safety glass as defined in ISO 12543-1.
NOTE       Any defects that are found in installed laminated safety glass are dealt with in ISO 12543-6.

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This document specifies defects of finished sizes and test methods with regard to the appearance of laminated glass and laminated safety glass when looking through the glass.
All references to laminated glass in this document refer to both laminated glass and laminated safety glass.
NOTE      Special attention is paid to acceptability criteria in the vision area.
This document is applicable to finished sizes at the time of supply.

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This document specifies dimensions, limit deviations and edge finishes of laminated glass and laminated safety glass for use in building.
This document is not applicable to panes having an area less than 0,05 m2.

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This document defines terms and describes component parts for laminated glass and laminated safety glass for use in building.

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This document specifies performance requirements for laminated glass as defined in ISO 12543-1.
NOTE       Any defects that are found in installed laminated safety glass are dealt with in ISO 12543-6.

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This document specifies test methods relating to resistance to high temperature, humidity and radiation for laminated glass and laminated safety glass for use in building.

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This document specifies performance requirements for laminated safety glass as defined in ISO 12543-
1.
NOTE Any defects that are found in installed laminated safety glass are dealt with in ISO 12543-6

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This document specifies dimensions, limit deviations and edge finishes of laminated glass and laminated
safety glass for use in building.
This document is not applicable to panes having an area less than 0,05 m2.

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This document defines terms and describes component parts for laminated glass and laminated safety
glass for use in building.

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This document specifies test methods relating to resistance to high temperature, humidity and
radiation for laminated glass and laminated safety glass for use in building.

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This document specifies performance requirements for laminated glass as defined in ISO 12543-1.
NOTE Any defects that are found in installed laminated safety glass are dealt with in ISO 12543-6.

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This document specifies defects of finished sizes and test methods with regard to the appearance of
laminated glass and laminated safety glass when looking through the glass.
All references to laminated glass in this document refer to both laminated glass and laminated safety
glass.
NOTE Special attention is paid to acceptability criteria in the vision area.
This document is applicable to finished sizes at the time of supply.

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This document specifies requirements for retesting laminated solar photovoltaic (PV) glass for use in buildings. This document applies to laminated solar PV glass.

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This document specifies the method to be used to verify the mechanical performance of the bonded glazing for doors, windows and curtain walling (see examples in Annex A) and its durability. The bonding covered is only that between the glass and the untreated, treated or coated metal surface.
NOTE 1   Bonded glazing was formerly known as structural sealant glazing SSGS.
This document covers bonded glazing incorporated into the product construction works as follows:
-   either vertically; or
-   up to 83° from the vertical (positive slope); or
-   up to 15° from the vertical onto the building face (negative slope).
NOTE 2   A wall has a positive slope if its outer surface faces upwards (see Figure A.1).
Specific additional safety provisions may apply nationally.
This document gives information to the manufacturer to comply with requirements regarding design, factory production control and assembly rules.
The parts concerned in the testing are the metal surface (anodized and coated aluminium, stainless steel), the surface of glass, provided or not, with a layer or coating, which shall be bonded, the bonding sealant and mechanical restraints when required.
This document does not apply to:
-   other surfaces materials;
-   direct glazing;
-   glass-to-glass bonding and edge seal of insulating glass units (which are covered by EN 13022-1 and EN 1279-5);
-   adhesive tapes.

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1.1   Scope of FprCEN/TS 19100 2
(1) FprCEN/TS 19100 2 gives basic structural design rules for mechanically supported glass components primarily subjected to out of plane loading. Out of plane loaded glass components are made of flat or curved glass components.
NOTE   Out of plane loads are loads acting normal (e.g wind) to or having a component (e.g dead load, snow, ...) acting normal to the glass plane.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to FprCEN/TS 19100-2.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 and EN 12488.

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1.1   Scope of FprCEN/TS 19100-1
(1) FprCEN/TS 19100-1 gives basic design rules for mechanically supported glass components. This document is concerned with the requirements for resistance, serviceability, fracture characteristics and glass component failure consequences in relation to human safety, robustness, redundancy and durability of glass structures.
(2) This document covers the basis of design, materials, durability and structural design.
(3) This document also covers construction rules for the structural design of glass components.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to FprCEN/TS 19100-1.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 and EN 12488.

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1.1      Scope of CEN/TS 19100 3
(1) This document gives design rules for mechanically supported glass components primarily subjected to in-plane loading. It also covers construction rules for mechanical joints for in-plane loaded glass components.
NOTE   In-plane loaded glass elements are primarily subjected to in-plane loads, e.g. transferred from adjacent parts of a structure. They can also be subjected to out-of-plane loading.
1.2      Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 and EN 12488.

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This document defines terms and describes component parts for laminated glass and laminated safety glass for use in building.

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This document specifies performance requirements for laminated glass as defined in ISO 12543-1. NOTE Any defects that are found in installed laminated safety glass are dealt with in ISO 12543-6.

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This document specifies performance requirements for laminated safety glass as defined in ISO 12543-1. NOTE Any defects that are found in installed laminated safety glass are dealt with in ISO 12543-6.

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This document specifies defects of finished sizes and test methods with regard to the appearance of laminated glass and laminated safety glass when looking through the glass. All references to laminated glass in this document refer to both laminated glass and laminated safety glass. NOTE Special attention is paid to acceptability criteria in the vision area. This document is applicable to finished sizes at the time of supply.

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This document specifies test methods relating to resistance to high temperature, humidity and radiation for laminated glass and laminated safety glass for use in building.

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This document specifies dimensions, limit deviations and edge finishes of laminated glass and laminated safety glass for use in building. This document is not applicable to panes having an area less than 0,05 m2.

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1.1   Scope of FprCEN/TS 19100-1
(1) FprCEN/TS 19100-1 gives basic design rules for mechanically supported glass components. This document is concerned with the requirements for resistance, serviceability, fracture characteristics and glass component failure consequences in relation to human safety, robustness, redundancy and durability of glass structures.
(2) This document covers the basis of design, materials, durability and structural design.
(3) This document also covers construction rules for the structural design of glass components.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to FprCEN/TS 19100-1.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 and EN 12488.

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1.1      Scope of CEN/TS 19100 3
(1) This document gives design rules for mechanically supported glass components primarily subjected to in-plane loading. It also covers construction rules for mechanical joints for in-plane loaded glass components.
NOTE   In-plane loaded glass elements are primarily subjected to in-plane loads, e.g. transferred from adjacent parts of a structure. They can also be subjected to out-of-plane loading.
1.2      Assumptions
(1) The assumptions of EN 1990 apply to this document.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 and EN 12488.

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1.1   Scope of FprCEN/TS 19100 2
(1) FprCEN/TS 19100 2 gives basic structural design rules for mechanically supported glass components primarily subjected to out of plane loading. Out of plane loaded glass components are made of flat or curved glass components.
NOTE   Out of plane loads are loads acting normal (e.g wind) to or having a component (e.g dead load, snow, ...) acting normal to the glass plane.
1.2   Assumptions
(1) The assumptions of EN 1990 apply to FprCEN/TS 19100-2.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 and EN 12488.

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This document specifies requirements for the properties of glass blocks used for the construction of non-load-bearing walls and horizontally spanning panels. This document also specifies test methods used to verify these properties for square, rectangular and circular glass blocks.

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This document specifies the accelerated ageing test and requirements for electrochromic glazings intended to either control direct or indirect solar transmission, or both. The electrochromic glazings can be assembled as insulating glass unit, laminated glass or combination of both. The test method described in this document is only applicable to chromogenic glazings that can be switched between different transmission states using an electrical stimulus. This test method is not applicable to other chromogenic glazings such as photochromic and thermochromic glazings, which do not respond to electrical stimulus. This test method is applicable to any electrochromic glazing fabricated for use in buildings such as in doors, windows, skylights, exterior wall systems and glazing exposed to solar radiation. The materials used for constructing the electrochromic glazing and for electrochromically changing its optical properties can be inorganic or organic materials.

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This document specifies test methods for evaluation of performance of vacuum insulating glass samples with rigid edge seal when subjected to temperature differences between the glass sheets. This document is not applicable to vacuum insulating glass samples with flexible edge seal.

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This document provides specific rules for the assessment of the release on dangerous substances from glass products into indoor air of buildings in complement to the horizontal rules given in EN 16516.
This document addresses specifically products as mentioned in TC 129 Mandate - M135 Amendment 1 EN (2012), i.e. products covered by the following European Standards: EN 1036 2 and EN 16477 21. However, this document can also be applied to other glass products containing volatile organic compounds (VOC) such as: EN 1279 5, EN 15755 1 and EN 14449. Glass products that do not contain organic compounds are not in the scope of this document (see Annex A).
This document addresses the release of dangerous substances into indoor air from construction products, although it can also be applied to glass products used in other applications such as furniture.

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This document specifies the method to be used to verify the mechanical performance of the bonded glazing for doors, windows and curtain walling (see examples in Annex A) and its durability. The bonding covered is only that between the glass and the metal surface.
NOTE 1   Bonded glazing was formerly known as structural sealant glazing SSGS.
This document covers bonded glazing incorporated into the product construction works as follows:
-   either vertically; or
-   up to 83° from the vertical (positive slope); or
-   up to 15° from the vertical onto the building face (negative slope).
NOTE 2   A wall has a positive slope if its outer surface faces upwards.
NOTE 3   Specific additional safety provisions can apply nationally.
This document gives information to the manufacturer to comply with requirements regarding design, factory production control and assembly rules.
The parts concerned in the testing are the metal surface (anodized and coated aluminium, stainless steel), the glass coated or not which shall be bonded, the bonding sealant and mechanical restraints when required.
This document does not apply to:
-   other surfaces materials;
-   direct glazing;
-   glass-to-glass bonding and edge seal of insulating glass units (which are covered by EN 13022 1:2014 and EN 1279 5);
-   adhesive tapes.

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This document specifies requirements for the recycling of building integrated photovoltaic (BIPV) modules. It is suitable for crystalline silicon PV modules and thin film modules.

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This document provides specific rules for the assessment of the release on dangerous substances from glass products into indoor air of buildings in complement to the horizontal rules given in EN 16516.
This document addresses specifically products as mentioned in TC 129 Mandate - M135 Amendment 1 EN (2012), i.e. products covered by the following European Standards: EN 1036 2 and FprEN 16477 2. However, this document can also be applied to other glass products containing volatiles organic compounds (VOC) such as: EN 1279 5, EN 15755 1 and EN 14449. Glass products that do not contain organic compounds are not in the scope of this document (see Annex A).
This document address the release of dangerous substances into indoor air from construction products, although it can also be applied to glass products used in other applications such as furniture.

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This document specifies the testing methodology to be used for glass products that are claiming fire resistance. The methodology covers type testing as defined in the relevant glass product standard.
NOTE   This document provides guidance with the declaration of the characteristic, Safety in case of fire − Resistance to fire (for glass for use in a glazed assembly intended specifically for fire resistance) for the CE marking.
The same methodology can also be used to determine the performance classification for market applications (see Annex B).
The methodology covers all glass product types that may require testing and classification for fire resistance.
Fire resistance testing covers end use applications, for example:
-   doors;
-   partitions, walls (including curtain walling);
-   floors, roofs;
-   ceilings.

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This document specifies the testing methodology to be used for glass products that are claiming fire resistance. The methodology covers Type Testing as defined in the relevant glass product standard.
NOTE   This document provides guidance with the declaration of the characteristic, Safety in case of fire − Resistance to fire (for glass for use in a glazed assembly intended specifically for fire resistance) for the CE marking.
The same methodology can also be used to determine the performance classification for market applications (see Annex B).
The methodology covers all glass product types that may require testing and classification for fire resistance.
Fire resistance testing covers end use applications for example:
-   doors;
-   partitions, walls (including curtain walling);
-   floors, roofs;
-   ceilings.

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This document specifies product definitions, product characteristics (i.e. tolerances, flatness, edgework), fracture characteristics, including fragmentation, and the physical and mechanical characteristics of flat heat strengthened soda lime silicate glass for use in buildings. This document does not cover surface finished glasses (e.g. sandblasted, acid etched) after heat strengthening. This document does not cover curved (bent) glass. Other requirements, not specified in this document, can apply to heat strengthened soda lime silicate glass which is incorporated into assemblies (e.g. laminated glass or insulating glass units), or undergoes an additional treatment (e.g. coating). The additional requirements are specified in the appropriate glass product standard. Heat strengthened soda lime silicate glass, in this case, does not lose its mechanical or thermal characteristics.

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This document covers all life cycle stages, from cradle to grave, namely product stage, construction process stage, use stage and end-of-life stage of glass products (see Clause 4), used in buildings.
While covering all life cycle stages, this PCR primarily focuses on the product stage, in particular the manufacturing of flat glass and the consequent processing into flat glass products (as listed in point 4.), from cradle to gate. It covers raw materials and energy supply, transport, flat glass manufacturing, flat glass processing, packaging and storage.
All requirements and recommendations in this PCR for the elaboration of the Life Cycle Inventory may be applicable to flat glass used in other applications.
This PCR includes the rules to produce EPD that contains more than one thickness or configuration of the same product.

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This document gives a method of determining the design value of the bending strength of glass. It gives:the general method of calculation, and guidance for lateral load resistance of linearly supported glazed elements used as infill panels
NOTE   Examples of lateral loads are wind loads, snow loads, self weight of sloping glass, and cavity pressure variations on insulating glass units.
This document gives recommended values for the following factors for glass as a material:
- material partial factors, M;A and M;v ;
- factors for the load duration, kmod ;
- factor for stressed edges, ke.
Most glass in buildings is used as infill panels.  This document covers those infill panels that are in a class of consequence lower than those covered in EN 1990, so proposed values for the partial load factors, yQ and yG, are given for these infill panels.
The action of cavity pressure variations on insulating glass units is not covered by Eurocodes, so this document also gives proposed values of partial factors, 0, 1 and 2, for this action.
This document does not determine suitability for purpose. Resistance to lateral loads is only one part of the design process, which could also need to take into account:
-   in-plane loading, buckling, lateral torsional buckling, and shear forces,
-   environmental factors (e.g. sound insulation, thermal properties),
-   safety characteristics (e.g. fire performance, mode of breakage in relation to human safety, security).
This document does not apply to channel shaped glass, glass blocks and pavers, or vacuum insulated glass units.

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This document specifies a test method for determining the mechanical viscoelastic properties of interlayer materials. The interlayers under examination are those used in the production of laminated glass and/or laminated safety glass. The interlayer viscoelastic properties are needed in order to determine the load resistance of laminated glass.
From the tensile modulus in particular conditions of temperature and load duration, an interlayer can be placed into a family that relates to a specific interlayer shear transfer coefficient.  This value can be used in the simplified calculation method described in EN 16612.
Informative Annex D explains the background to the determination of families relating to a specific interlayer shear transfer coefficient.

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This document covers the product standard of insulating glass units (IGU) for use in buildings.
Units for which the intended use is only artistic and therefore no essential characteristics are required, are not subject to CE marking and are not part of this standard.
NOTE   For glass products with electrical wiring or connections for, e.g. alarm or heating purposes, other directives, e.g. Low Voltage Directive, may apply.

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This European Standard specifies a test method for determining the mechanical viscoelastic properties of interlayer materials. The interlayers under examination are those used in the production of laminated glass and/or laminated safety glass.  The interlayer properties are needed in order to determine the load resistance of laminated glass in accordance with prEN 16612 [1].
From the tensile modulus in particular conditions of temperature and load duration, an interlayer can be placed into a family that relates to a specific interlayer shear transfer coefficient, .  This value can be used in the simplified calculation method described in prEN 16612 [1].
An informative annex explains the background to the determination of families relating to a specific interlayer shear transfer coefficient.

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This document specifies requirements and a test method for security glazing designed to resist impacts of a hard body by delaying access of objects and/or persons to a protected space for a short period of time. It also classifies security-glazing products into categories of resistance to repetitive impacts of a steel sphere. In this document, the categories of resistance have not been assigned to special applications. It is intended that the glazing classification be specified on an individual basis for every application and anticipated action of force upon the glazing. This document deals with mechanical resistance to impact only. NOTE Other properties can also be important.

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1.1 This document determines resistance of security glazing products to natural threats characterized by simulated destructive-windstorm events. 1.2 The test method determines the performance of security-glazing for use in fenestration assemblies under conditions representative of events that occur in severe, destructive-windstorm environments using simulated missile impact(s) followed by the application of cyclic static-pressure differentials. 1.3 A missile-propulsion device, an air pressure system and a test chamber are used to model some conditions that can be representative of windborne debris and pressures in a windstorm environment. 1.4 The performance determined by this test method relates to the ability of glazing in the building envelope to remain without openings during a windstorm.

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This European Standard gives a method of determining the design value of the bending strength of glass. It gives:
- the general method of calculation, and
- guidance for lateral load resistance of linearly supported glazed elements used as infill panels;
NOTE   Examples of lateral loads are wind loads and snow loads and self weight of sloping glass and climatic loads on insulating glass units.
This standard gives recommended values for the following factors for glass as a material:
-  material partial factors, γM;A and γM;v ;
-  factors for the load duration, kmod ;
- partial factor for actions, γG , γQ , and ψ ;
- factor for stressed edges, ke.
Most glass in buildings is used as infill panels.  Infill panels are in a class of consequence lower than those covered in EN 1990, so proposed values for the partial load factors, γQ and γG, are given for infill panels.
The action of climatic loads on insulating glass units is not covered by Eurocodes, so this document also gives proposed values of partial factors, ψ0, ψ1 and ψ2, for this action.
This European Standard does not determine suitability for purpose. Resistance to lateral loads is only one part of the design process, which may also need to take into account, for example:
- in-plane loading, buckling, lateral torsional buckling, and shear forces
- environmental factors (e.g. sound insulation, thermal properties),
- safety characteristics which cannot be calculated (e.g. fire performance, breakage characteristics in relation to human safety, security, containment).
This European Standard does not apply to channel shaped glass.

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