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prEN 19100-1

(Main)

Eurocode 10 - Design of glass structures - Part 1: General rules

Eurocode 10 - Design of glass structures - Part 1: General rules

1.1   Scope of prEN 19100-1
(1) This document gives basic design rules for glass structures, assemblies and components. This document is concerned with the requirements for resistance, serviceability, fracture characteristics and glass component failure consequences in relation to human safety, robustness and redundancy of glass structures.
(2) This document covers the basis of design, structural design, materials, durability, and construction rules.
1.2   Assumptions
(1) The assumptions given in EN 1990 apply.
(2) This document is intended to be used in conjunction with EN 1990, EN 1991 (all parts), the parts of EN 1992 to EN 1999 where glass structures or glass components are referred to within those documents and EN 12488.

Eurocode 10 - Bemessung und Konstruktion von Bauteilen aus Glas - Teil 1: Grundlagen

1.1   Anwendungsbereich von prEN 19100 1
(1) Dieses Dokument enthält grundlegende Bemessungsregeln für Bauteile, Baugruppen und Komponenten aus Glas. Dieses Dokument behandelt die Anforderungen an Widerstand, Gebrauchstauglichkeit, Brucheigenschaften und Folgen des Versagens von Glaskomponenten hinsichtlich der Sicherheit von Personen, der Robustheit und der Redundanz von Tragwerken aus Glas.
(2) Dieses Dokument behandelt die Grundlagen der Bemessung, Tragwerksplanung, Werkstoffe, Dauerhaftigkeit und Konstruktionsregeln.
1.2   Voraussetzungen
(1) Es gelten die Voraussetzungen nach EN 1990.
(2) Dieses Dokument ist für die Anwendung in Zusammenhang mit EN 1990, EN 1991 (alle Teile), mit den Teilen von EN 1992 bis EN 1999, die innerhalb dieser Dokumente auf Bauteile oder Komponenten aus Glas Bezug nehmen, sowie mit EN 12488 vorgesehen.

Eurocode 10 - Calcul des structures en verre - Partie 1 : Règles générales

1.1   Domaine d'application du prEN 19100-1
(1) Le présent document énonce des règles de conception de base pour des structures, assemblages et composants en verre. 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 et redondance des structures en verre.
(2) Le présent document couvre les bases de conception, de conception des structures, des matériaux, de la durabilité et des règles de construction.
1.2   Hypothèses
(1) Les hypothèses données dans l'EN 1990 s'appliquent.
(2) Le présent document est destiné à être utilisé en conjonction avec l'EN 1990, l'EN 1991 (toutes les parties), les parties de l'EN 1992 à l'EN 1999 où les structures en verre ou les composants en verre sont mentionnés dans ces documents et l'EN 12488.

Evrokod 10 - Projektiranje steklenih konstrukcij - 1. del: Splošna pravila

General Information

Status
Not Published
Publication Date
17-Sep-2026
ICS
81.040.20 - Glass in building
91.080.99 - Other structures
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 11/WG 1 - Design of Glass Strcutures
Current Stage
4020 - Submission to enquiry - Enquiry
Start Date
05-Sep-2024
Due Date
01-Mar-2024
Completion Date
05-Sep-2024
Mandate
M/515 - Mandate for amending existing Eurocodes and extending the scope of structural Eurocodes
Ref Project
oSIST prEN 19100-1:2024 - Eurocode 10 - Design of glass structures - Part 1: General rules

Relations

Revises
CEN/TS 19100-1:2021 - Design of glass structures - Part 1: Basis of design and materials
Effective Date
18-Jan-2023

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SLOVENSKI STANDARD
01-november-2024
Evrokod 10 - Projektiranje steklenih konstrukcij - 1. del: Splošna pravila
Eurocode 10 - Design of glass structures - Part 1: General rules
Eurocode 10 - Bemessung und Konstruktion von Bauteilen aus Glas - Teil 1: Grundlagen
Eurocode 10 - Calcul des structures en verre - Partie 1 : Règles générales
Ta slovenski standard je istoveten z: prEN 19100-1
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 19100-1:2021
English Version
Eurocode 10 - Design of glass structures - Part 1: General
rules
Eurocode 10 - Calcul des structures en verre - Partie 1 : Eurocode 10 - Bemessung und Konstruktion von
Règles générales Bauteilen aus Glas - Teil 1: Grundlagen
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 19100-1:2024 E
worldwide for CEN national Members.

Contents Page
European foreword . 4
0 Introduction . 5
1 Scope . 7
1.1 Scope of prEN 19100-1 . 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 . 13
4 Basis of design . 15
4.1 Requirements . 15
4.1.1 Basic requirements . 15
4.1.2 Consequence classes . 15
4.1.3 Design working life . 15
4.2 Principles of limit state design . 15
4.2.1 General. 15
4.2.2 Ultimate limit state (ULS) and serviceability limit state (SLS) . 16
4.2.3 Fracture limit state (FLS) and post fracture limit state (PFLS) . 16
4.2.4 Limit state scenarios (LSS) . 17
4.3 Basic variables . 17
4.3.1 Actions . 17
4.3.2 Material and product properties . 18
4.4 Verification by the partial factor method . 18
4.4.1 Design values of actions . 18
4.4.2 Combination of actions . 19
4.4.3 Design values of material properties . 19
4.4.4 Design values of geometrical data . 19
4.4.5 Design resistance . 20
5 Materials . 20
5.1 Glass . 20
5.1.1 Properties for design of products of basic soda lime silicate glass . 20
5.1.2 Properties for design of glass products other than basic soda lime . 21
5.1.3 Assumptions for glass prior to installation . 22
5.2 Interlayer . 22
5.3 Insulating glass units (IGUs) . 22
5.4 Material for further load transfer elements . 22
6 Durability . 23
7 Structural analysis . 24
7.1 Basic assumptions . 24
7.2 Determination of sectional forces, stresses and deformations . 24
7.2.1 General. 24
7.2.2 Shear interaction of laminated glass . 24
7.2.3 Further load transfer elements . 25
7.2.4 Insulating glass units . 25
7.3 General structural provisions . 26
7.3.1 Glass support . 26
7.3.2 Glass drill holes and recesses . 26
8 Ultimate limit state . 26
8.1 General . 26
8.2 Partial factors . 27
8.3 Resistance . 27
8.3.1 General . 27
8.3.2 Design bending strength . 28
8.3.3 Resistance of cross section and joints . 28
8.3.4 Static equilibrium: Assessment of safe position . 28
9 Serviceability limit states . 28
9.1 General . 28
9.2 Deformation classes . 28
Annex A (informative) Design bending strength . 30
A.1 Use of this annex . 30
A.2 Scope and field of application . 30
A.3 Design bending strength based on intrinsic glass strength and glass surface pre-stress . 30
Annex B (informative) In-plane thermally induced stress . 35
B.1 Use of this annex . 35
B.2 Scope and field of application . 35
B.3 Temperature distribution within the glass element . 35
B.4 Thermal stresses in glass . 37
Annex C (informative)  Risk Assessment . 38
C.1 Use of this annex . 38
C.2 Scope and field of application . 38
C.3 Use of Risk Assessment . 38
Bibliography . 39

European foreword
This document (prEN 19100-1:2024) 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 d
...

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