CEN/TS 19100-1:2021
(Main)Design of glass structures - Part 1: Basis of design and materials
Design of glass structures - Part 1: Basis of design and materials
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.
Bemessung und Konstruktion von Tragwerken aus Glas - Teil 1: Grundlagen der Bemessung und Materialien
0.1 Anwendungsbereich von CEN/TS 19100 1
(1) CEN/TS 19100 1 enthält grundlegende Bemessungsregeln für mechanisch gelagerte Glaskomponenten. Dieses Dokument behandelt die Anforderungen an Widerstand, Gebrauchstauglichkeit, Brucheigenschaften und Folgen des Versagens von Glaskomponenten für die Sicherheit von Personen, die Robustheit, die Redundanz und die Dauerhaftigkeit von Tragwerken aus Glas.
(2) Dieses Dokument behandelt die Grundlagen der Bemessung, Werkstoffe, Dauerhaftigkeit und Tragwerksplanung.
(3) Dieses Dokument behandelt auch die Konstruktionsregeln für die Tragwerksplanung von Glaskomponenten.
0.2 Annahmen
(1) Die Annahmen nach EN 1990 gelten für CEN/TS 19100 1.
(2) Dieses Dokument ist für die Anwendung in Zusammenhang mit EN 1990, EN 1991 (alle Teile), EN 1993 1 1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 und EN 12488 vorgesehen.
Conception et calcul des structures en verre - Partie 1 : Bases de conception et matériaux
1.1 Domaine d’application de la CEN/TS 19100-1
(1) La CEN/TS 19100-1 énonce des règles de conception de base pour les composants en verre maintenus mécaniquement. Le présent document porte sur les exigences relatives à la résistance, à l’aptitude au service, aux caractéristiques de rupture et aux conséquences des défaillances des composants en verre en matière de sécurité humaine, robustesse, redondance et durabilité des structures en verre.
(2) Le présent document couvre les bases de conception, des matériaux, de la durabilité et du calcul des structures.
(3) Le présent document couvre également les règles de construction pour le calcul des structures en verre.
1.2 Hypothèses
(1) Les hypothèses énoncées dans l’EN 1990 s’appliquent à la CEN/TS 19100-1.
(2) Le présent document est destiné à être utilisé conjointement avec l’EN 1990, l’EN 1991 (toutes les parties), l’EN 1993-1-1, l’EN 1995 1 1, l’EN 1998 1, l’EN 1999 1 1 et l’EN 12488.
Projektiranje steklenih konstrukcij - 1. del: Osnove projektiranja in materiali
1.1 Področje uporabe FprCEN/TS 19100-1
(1) FprCEN/TS 19100-1 določa osnovna pravila projektiranja mehansko podprtih steklenih elementov. Ta dokument obravnava zahteve glede odpornosti, uporabnosti, lastnosti loma in posledic okvare steklenih elementov za varnost ljudi, robustnosti, redundance in vzdržljivosti steklenih konstrukcij.
(2) Ta dokument zajema osnove projektiranja, materiale, vzdržljivost in konstrukcijsko zasnovo.
(3) Ta dokument zajema tudi konstrukcijska pravila za konstrukcijsko projektiranje steklenih elementov.
1.2 Predpostavke
(1) Predpostavke standarda EN 1990 veljajo tudi za FprCEN/TS 19100-1.
(2) Ta dokument je namenjen za uporabo skupaj s standardi EN 1990, EN 1991 (vsi deli), EN 1993-1-1, EN 1995 1 1, EN 1998 1, EN 1999 1 1 in EN 12488.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-februar-2022
Projektiranje steklenih konstrukcij - 1. del: Osnove projektiranja in materiali
Design of glass structures - Part 1: Basis of design and materials
Bemessung und Konstruktion von Tragwerken aus Glas - Teil 1: Grundlagen der
Bemessung und Materialien
Conception et calcul des structures en verre - Partie 1 : Bases de conception et
matériaux
Ta slovenski standard je istoveten z: CEN/TS 19100-1:2021
ICS:
91.080.99 Druge konstrukcije Other structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
CEN/TS 19100-1
TECHNICAL SPECIFICATION
SPÉCIFICATION TECHNIQUE
November 2021
TECHNISCHE SPEZIFIKATION
ICS 91.080.99
English Version
Design of glass structures - Part 1: Basis of design and
materials
Conception et calcul des structures en verre - Partie 1 : Bemessung und Konstruktion von Tragwerken aus
Bases de conception et matériaux Glas - Teil 1: Grundlagen der Bemessung und
Materialien
This Technical Specification (CEN/TS) was approved by CEN on 25 July 2021 for provisional application.
The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to
submit their comments, particularly on the question whether the CEN/TS can be converted into a European Standard.
CEN members are required to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS
available promptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in
parallel to the CEN/TS) until the final decision about the possible conversion of the CEN/TS into an EN is reached.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2021 CEN All rights of exploitation in any form and by any means reserved Ref. No. CEN/TS 19100-1:2021 E
worldwide for CEN national Members.
Contents Page
European foreword . 3
0 Introduction . 4
1 Scope . 7
1.1 Scope of CEN/TS 19100-1 . 7
1.2 Assumptions . 7
2 Normative references . 7
3 Terms, definitions and symbols . 8
3.1 Terms and definitions . 8
3.2 Symbols and abbreviations . 12
4 Basis of design . 13
4.1 Requirements . 13
4.2 Principles of limit state design . 14
4.3 Basic variables . 16
4.4 Verification by the partial factor method . 17
5 Materials . 18
5.1 Glass . 18
5.2 Interlayer . 20
5.3 Insulating glass units (IGUs) . 21
5.4 Material for further load transfer elements . 21
6 Durability . 21
7 Structural Analysis . 22
7.1 Basic assumptions. 22
7.2 Determination of sectional forces, stresses and deformations . 22
7.3 General structural provisions . 24
8 Ultimate limit state . 25
8.1 General . 25
8.2 Partial factors . 25
8.3 Resistance . 26
9 Serviceability Limit States . 26
Annex A (informative) Bending strength resistance . 28
Annex B (informative) Bending strength resistance with interference factor . 32
Annex C (informative) Thermally induced stress caused by temperature differentials in the glass
pane . 36
Annex D (informative) Risk Assessment . 40
Bibliography . 41
European foreword
This document (CEN/TS 19100-1:2021) has been prepared by Technical Committee CEN/TC 250
“Structural Euro-codes”, the secretariat of which is held by BSI. CEN/TC 250 is responsible for all
Structural Eurocodes and has been assigned responsibility for structural and geotechnical design matters
by CEN.
Attention is drawn to the possibility that some of the elements of this document may be the subject of
patent rights. CEN shall not be held responsible for identifying any or all such patent rights.
This document has been prepared under Mandate M/515 issued to CEN by the European Commission
and the European Free Trade Association.
This document has been drafted to be used in conjunction with relevant execution, material, product and
test standards, and to identify requirements for execution, materials, products and testing that are relied
upon by this document.
Any feedback and questions on this document should be directed to the users’ national standards body.
A complete listing of these bodies can be found on the CEN website.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the
following countries are bound to announce this Technical Specification: Austria, Belgium, Bulgaria,
Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland,
Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Republic of
North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United
Kingdom.
0 Introduction
0.1 Introduction to the Eurocodes
The Structural Eurocodes comprise the following standards generally consisting of a number of Parts:
• EN 1990 Eurocode: Basis of structural and geotechnical design
• EN 1991 Eurocode 1: Actions on structures
• EN 1992 Eurocode 2: Design of concrete structures
• EN 1993 Eurocode 3: Design of steel structures
• EN 1994 Eurocode 4: Design of composite steel and concrete structures
• EN 1995 Eurocode 5: Design of timber structures
• EN 1996 Eurocode 6: Design of masonry structures
• EN 1997 Eurocode 7: Geotechnical design
• EN 1998 Eurocode 8: Design of structures for earthquake resistance
• EN 1999 Eurocode 9: Design of aluminium structures
The Eurocodes are intended for use by designers, clients, manufacturers, constructors, relevant
authorities (in exercising their duties in accordance with national or international regulations),
educators, software developers, and committees drafting standards for related product, testing and
execution standards.
NOTE Some aspects of design are most appropriately specified by relevant authorities or, where not specified,
can be agreed on a project-specific basis between relevant parties such as designers and clients. The Eurocodes
identify such aspects making explicit reference to relevant authorities and relevant parties.
0.2 Introduction to CEN/TS 19100 (all parts)
CEN/TS 19100 applies to the structural design of mechanically supported glass components and
assemblies of glass components. It complies with the principles and requirements for the safety and
serviceability of structures, the basis of their design and verification that are given in EN 1990, Basis of
structural design.
CEN/TS 19100 is subdivided into three parts:
— Part 1: Basis of design and materials
— Part 2: Design of out-of-plane loaded glass components
— Part 3: Design of in-plane loaded glass components and their mechanical joints
0.3 Introduction to CEN/TS 19100-1
CEN/TS 19100-1 applies to the structural design of mechanically supported glass components and
assemblies of glass components according CEN/TS 19100-2 and CEN/TS 19100-3.
0.4 Verbal forms used in the Eurocodes
The verb “shall" expresses a requirement strictly to be followed and from which no deviation is permitted
in order to comply with the Eurocodes.
The verb “should” expresses a highly recommended choice or course of action. Subject to national
regulation and/or any relevant contractual provisions, alternative approaches could be used/adopted
where technically justified.
The verb “may" expresses a course of action permissible within the limits of the Eurocodes.
The verb “can" expresses possibility and capability; it is used for statements of fact and clarification of
concepts.
0.5 National annex for CEN/TS 19100-1
CEN/TS 19100-1 gives values within notes indicating where national choices can be made. Therefore, a
national document implementing CEN/TS 19100-1 can have a National Annex containing all Nationally
Determined Parameters to be used for the assessment of buildings and civil engineering works in the
relevant country.
When not given in the National Annex, the national choice will be the default choice specified in the
relevant Technical Specification.
The national choice can be specified by a relevant authority.
When no choice is given in the Technical Specification, in the National Annex, or by a relevant authority,
the national choice can be agreed for a specific project by appropriate parties.
National choice is allowed in CEN/TS 19100-1 through the following clauses:
3.1.16 NOTE
4.1.2. (1) NOTE 2
4.2.4 (1) NOTE 2
4.4.2 (2) NOTE
4.4.2 (3) NOTE
5.2 (1) NOTE 4
7.2.2 (2) NOTE 1
7.2.2 (3) NOTE
7.2.2 (4) NOTE
7.2.4 (2) NOTE 2
7.2.4 (2) NOTE 3
8.2 (2) NOTE
8.3.2 (1) NOTE 1
Clause 9 (2) NOTE
National choice is allowed in CEN/TS 19100-1 on the application of the following informative annexes:
Annex A Bending strength resistance based on nominal product strengths
Annex B Bending strength resistance based on intrinsic glass strength and glass surface pre-stress
Annex C Thermally induced stress caused by temperature differentials in the glass pane
Annex D Risk Assessment
The National Annex can contain, directly or by reference, non-contradictory complementary information
for ease of implementation, provided it does not alter any provisions of the Eurocodes.
1 Scope
1.1 Scope of CEN/TS 19100-1
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