oSIST prEN 19100-3:2024

SLOVENSKI STANDARD
01-november-2024
Evrokod 10 - Projektiranje steklenih konstrukcij - 3. del: Stekleni elementi pod
vplivom obtežb, ki delujejo v ravnini elementov
Eurocode 10 - Design of glass structures - Part 3: In-plane loaded glass components
Eurocode 10 - Bemessung und Konstruktion von Bauteilen aus Glas - Teil 3: In
Scheibenebene belastete Elemente
Eurocode 10 - Calcul des structures en verre - Partie 3: Composants en verre chargés
dans leur plan
Ta slovenski standard je istoveten z: prEN 19100-3
ICS:
81.040.20 Steklo v gradbeništvu Glass in building
91.080.99 Druge konstrukcije Other structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
September 2024
ICS 81.040.20; 91.080.99 Will supersede CEN/TS 19100-3:2021
English Version
Eurocode 10 - Design of glass structures - Part 3: In-plane
loaded glass components
Eurocode 10 - Calcul des structures en verre - Partie 3: Eurocode 10 - Bemessung und Konstruktion von
Composants en verre chargés dans leur plan Bauteilen aus Glas - Teil 3: In Scheibenebene belastete
Elemente
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.

This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.

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, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.

Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.

EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION

EUROPÄISCHES KOMITEE FÜR NORMUNG

CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2024 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 19100-3:2024 E
worldwide for CEN national Members.

Contents Page
European foreword . 4
0 Introduction . 4
1 Scope . 7
1.1 Scope of prEN 19100-3 . 7
1.2 Assumptions . 7
2 Normative references . 7
3 Terms, definitions and symbols . 7
3.1 Terms and definitions . 7
3.2 Symbols and abbreviations . 9
4 Basis of design . 11
4.1 Requirements . 11
4.2 Fracture Limit State (FLS) verification . 11
4.3 Post Fracture Limit State (PFLS) verification . 13
5 Materials . 14
6 Durability . 14
7 Structural analysis and detailing . 14
7.1 Structural modelling for analysis. 14
7.2 Effects of deformed geometry of the structure . 15
7.3 Consideration of imperfections . 15
7.4 Interlayers of laminated glass . 18
7.5 Temperature effect and long-term effect . 18
7.6 Detailing . 18
8 Limit states including ULS, FLS and PFLS . 19
8.1 General . 19
8.2 Dynamic effects in FLS . 20
9 Serviceability limit states . 20
10 Joints and Connections . 20
10.1 General . 20
10.2 Sleeve bearings . 20
10.3 Lapped splices with bolts in shear . 21
10.4 Friction connections . 24
Annex A (informative) Calculation of the critical buckling load N or critical bending moment
cr
M . 27
cr,LT
A.1 Use of this annex. 27
A.2 Scope and field of application. 27
A.3 General . 27
A.4 Critical buckling load N . 27
cr
A.5 Critical bending moment M . 28
cr,LT
Annex B (informative) Calculation of I and I of laminated glass . 30
z,eff T,eff
B.1 Use of this annex. 30
B.2 Scope and field of application. 30
B.3 General . 30
Annex C (informative) Calculation of K - values for simplified calculation . 32
m
C.1 Use of this annex. 32
C.2 Scope and field of application. 32
C.3 General . 32
Bibliography. 34
European foreword
This document (prEN 19100-3:2024) has been prepared by Technical Committee CEN/TC 250 “Structural
Eurocodes”, 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.
This document is currently submitted to the CEN Enquiry.
This document will supersede CEN/TS 19100-3:2021.
In comparison with the previous edition, the following changes have been made:
— modified title and scope;
— updated references.
The first generation of EN Eurocodes was published between 2002 and 2007. This document forms part of the
second generation of the Eurocodes, which have been prepared under Mandate M/515 issued to CEN by the
European Commission and the European Free Trade Association.
The Eurocodes have 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
the Eurocodes.
The Eurocodes recognize the responsibility of each Member State and have safeguarded their right to
determine values related to regulatory safety matters at national level through the use of National Annexes.
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
EN 19100 Eurocode 10 — Design of glass 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 EN 19100 (all parts)
EN 19100 (all parts) 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.
EN 19100 is subdivided into three parts:
EN 19100-1, Eurocode 10 — Design of glass structures — Part 1: General rules
EN 19100-2, Eurocode 10 — Design of glass structures — Part 2: Out-of-plane loaded glass components
EN 19100-3, Eurocode 10 — Design of glass structures — Part 3: In-plane loaded glass components
0.3 Introduction to EN 19100-3
EN 19100-3 applies to the structural design of in-plane loaded glass components in conjunction with
EN 19100-1 and EN 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 “should” expresses a highly
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