CEN/TS 19100-3:2021
(Main)Design of glass structures - Part 3: Design of in-plane loaded glass components and their mechanical joints
Design of glass structures - Part 3: Design of in-plane loaded glass components and their mechanical joints
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.
Bemessung und Konstruktion von Tragwerken aus Glas - Teil 3: In Scheibenebene belastete Bauteile und mechanische Verbindungen
1.1 Anwendungsbereich von CEN/TS 19100 3
(1) Dieses Dokument enthält Bemessungsregeln für mechanisch aufgelagerte, hauptsächlich in der Scheibenebene belastete Glaskomponenten. Es werden auch Konstruktionsregeln für mechanische Anschlüsse für in der Scheibenebene belastete Glaskomponenten behandelt.
ANMERKUNG In der Scheibenebene belastete Glasbauelemente sind in erster Linie Lasten in der Ebene ausgesetzt, die z. B. von angrenzenden Teilen eines Tragwerks übertragen werden. Sie können auch Querbelastung ausgesetzt sein.
1.2 Annahmen
(1) Die Annahmen nach EN 1990 gelten für dieses Dokument.
(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 3 : Conception et calcul des composants en verre chargés dans leur plan et de leurs assemblages
1.1 Domaine d’application de la CEN/TS 19100 3
(1) Le présent document énonce les règles de calcul pour les composants en verre maintenus mécaniquement, soumis principalement à une charge dans leur plan. Il couvre également les règles de construction relatives aux assemblages pour composants en verre chargés dans leur plan.
NOTE Les éléments en verre chargés dans leur plan sont principalement soumis à des charges qui sont, par exemple, transmises par les parties adjacentes d’une structure. Ils peuvent également être soumis à une charge perpendiculaire.
1.2 Hypothèses
(1) Les hypothèses énoncées dans l’EN 1990 s’appliquent au présent document.
(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 - 3. del: Projektiranje steklenih elementov pod vplivom obtežb, ki delujejo v ravnini elementov in njihovih mehanskih spojev
1.1
(1) Ta dokument določa pravila za projektiranje mehansko podprtih steklenih elementov, ki so predvsem izpostavljeni obtežbam, ki delujejo v ravnini elementov. Zajema tudi konstrukcijska pravila za mehanske spoje steklenih elementov pod vplivom obtežb, ki delujejo v ravnini elementov.
OPOMBA: Stekleni elementi pod vplivom obtežb, ki delujejo v ravnini elementov, so izpostavljeni predvsem obtežbam, ki delujejo v ravnini, se npr. prenesejo s sosednjih delov konstrukcije. Lahko pa so izpostavljeni tudi obtežbam, ki delujejo izven ravnine.
1.2 Predpostavke
(1) Predpostavke standarda EN 1990 veljajo tudi za ta dokument.
(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 - 3. del: Projektiranje steklenih elementov pod
vplivom obtežb, ki delujejo v ravnini elementov in njihovih mehanskih spojev
Design of glass structures - Part 3: Design of in-plane loaded glass components and
their mechanical joints
Bemessung und Konstruktion von Tragwerken aus Glas - Teil 3: In Scheibenebene
belastete Bauteile und mechanische Verbindungen
Conception et calcul des structures en verre - Partie 3 : Conception et calcul des
composants en verre chargés dans leur plan et de leurs assemblages
Ta slovenski standard je istoveten z: CEN/TS 19100-3:2021
ICS:
91.080.99 Druge konstrukcije Other structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
CEN/TS 19100-3
TECHNICAL SPECIFICATION
SPÉCIFICATION TECHNIQUE
November 2021
TECHNISCHE SPEZIFIKATION
ICS 91.080.99
English Version
Design of glass structures - Part 3: Design of in-plane
loaded glass components and their mechanical joints
Conception et calcul des structures en verre - Partie 3 : Bemessung und Konstruktion von Tragwerken aus
Conception et calcul des composants en verre chargés Glas - Teil 3: In Scheibenebene belastete Bauteile und
dans leur plan et de leurs assemblages mechanische Verbindungen
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 19100-3:2021 E
worldwide for CEN national Members.
Contents Page
European foreword . 4
0 Introduction . 5
1 Scope . 8
1.1 Scope of CEN/TS 19100-3 . 8
1.2 Assumptions . 8
2 Normative references . 8
3 Terms, definitions and symbols . 8
3.1 Terms and definitions . 8
3.2 Symbols and abbreviations . 10
4 Basis of design . 12
4.1 Requirements . 12
4.2 Fracture Limit State (FLS) verification . 12
4.3 Post Fracture Limit State (PFLS) verification . 14
5 Materials . 15
6 Durability . 15
7 Structural analysis and detailing . 15
7.1 Structural modelling for analysis. 15
7.2 Effects of deformed geometry of the structure . 16
7.3 Consideration of imperfections . 16
7.4 Interlayers of laminated glass . 19
7.5 Temperature effect and long-term effect . 19
7.6 Detailing . 19
8 Limit states including ULS, FLS and PFLS . 20
8.1 General . 20
8.2 Dynamic effects in FLS . 21
9 Serviceability limit states . 21
10 Joints and Connections . 21
10.1 General . 21
10.2 Sleeve bearings . 22
10.3 Lapped splices with bolts in shear . 22
10.4 Friction connections . 25
Annex A (informative) Calculation of the critical buckling load N or critical bending moment
cr
M . 28
cr,LT
A.1 Use of this annex. 28
A.2 Scope and field of application. 28
A.3 General . 28
A.4 Critical buckling load N . 28
cr
A.5 Critical bending moment M . 29
cr,LT
Annex B (informative) Calculation of I and I of laminated glass . 31
z,eff T,eff
B.1 Use of this annex. 31
B.2 Scope and field of application. 31
B.3 General . 31
Annex C (informative) Calculation of K - values for simplified calculation . 33
m
C.1 Use of this annex. 33
C.2 Scope and field of application. 33
C.3 General . 33
Bibliography. 35
European foreword
This document (CEN/TS 19100-3:2021) 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 given 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 19100-1 (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 and
geotechnical 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 19100-3
This document applies to the structural design of in-plane loaded glass components in conjunction with
CEN/TS 19100-1 and CEN/TS 19100-2.
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 “sh
...
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