EN 17468-2:2022
(Main)Fibre-cement products - Determination of pull through and shear resistance and bending strength calculations - Part 2: Profiled sheets
Fibre-cement products - Determination of pull through and shear resistance and bending strength calculations - Part 2: Profiled sheets
This document specifies test methods for pull through (tension/compression testing for fasteners through the sheets) and shear resistance of fibre-cement profiled sheets according to EN 494. The results are only applicable to the fibre-cement product and not to the complete fixing assembly.
It applies only to products as delivered.
The field of application for pull through resistance is defined in 7.6.
The field of application for shear resistance is defined in 8.6.
NOTE For design purposes of fibre-cement profiled sheets in the final application, the failure modes pull-out and breaking of the fixings or substructure are not in the scope of this standard. They might become decisive and need to be tested or calculated according to the relevant design standards for fixings (e.g. Eurocode 3 for steel, Eurocode 5 for wood and Eurocode 9 for aluminium substructures) and compared with the results for pull-through and shear resistance.
Faserzementprodukte - Bestimmung des Durchzugs- und Abscherwiderstandes und der Biegefestigkeit - Teil 2: Wellplatten
Dieses Dokument legt Verfahren für die Prüfung des Durchzugs- (Zug /Stauchungsprüfung für Befestigungsmittel durch die Platten) und Abscherwiderstands von Faserzement-Wellplatten nach EN 494 fest. Die Ergebnisse sind nur auf das Faserzementprodukt anwendbar, nicht auf die gesamte Befestigungsbaugruppe.
Es gilt nur für Produkte im Auslieferungszustand.
Der Anwendungsbereich für den Durchzugswiderstand ist in 7.6 festgelegt.
Der Anwendungsbereich für den Abscherwiderstand ist in 8.6 festgelegt.
ANMERKUNG Für die Zwecke der Bemessung von Faserzement-Wellplatten in der endgültigen Anwendung liegen Auszug und Versagen der Befestigungen oder der Unterkonstruktion als Gründe für das Versagen nicht im Anwendungsbereich dieser Norm. Sie könnten entscheidend werden und müssen nach den relevanten Bemessungsnormen für Befestigungen (zum Beispiel Eurocode 3 für Stahl , Eurocode 5 für Holz und Eurocode 9 für Aluminiumunterkonstruktionen) geprüft und mit den Ergebnissen für den Durchzugs- und Abscherwiderstand verglichen werden.
Produits en fibres-ciment - Détermination des calculs de résistance au déboutonnage, au cisaillement et à la flexion - Partie 2 : Plaques profilées
Le présent document spécifie des méthodes d'essai de la résistance au déboutonnage (essai de traction/compression pour les éléments de fixation qui traversent les plaques) et au cisaillement des plaques profilées en fibres-ciment selon l'EN 494. Les résultats ne sont applicables qu'au produit en fibres-ciment, et non à l'assemblage de fixation complet.
Le présent document ne s'applique qu'aux produits dans l'état où ils sont livrés.
Le domaine d'application de la résistance au déboutonnage est défini au 7.6.
Le domaine d'application de la résistance au cisaillement est défini au 8.6.
NOTE Aux fins de la conception des plaques profilées en fibres-ciment dans l'application finale, les ruptures de type « arrachement » et « rupture des fixations ou de la sous-structure » sont exclues du domaine d'application de la présente norme. Elles peuvent devenir décisives et doivent être déterminées par un essai ou calculées selon les normes de conception adéquates pour les fixations (par exemple, Eurocode 3 pour l'acier, Eurocode 5 et Eurocode 9 pour les sous-structures en aluminium) et comparées aux résultats des essais de résistance au déboutonnage et au cisaillement.
Vlaknatocementni proizvodi - Ugotavljanje vlečne odpornosti in strižne trdnosti ter izračun upogibne trdnosti - 2. del: Valovite strešne plošče
Ta dokument določa preskusne metode za vlečno odpornost in strižno trdnost vlaknatocementnih valovitih strešnih plošč, ki se uporabljajo za prekrivanje streh in oblaganje sten. Rezultati se uporabljajo le za vlaknatocementni proizvod in ne za celoten pritrditveni sklop.
Dokument se uporablja le za proizvode, kot so dobavljeni.
Področje uporabe za vlečno odpornost je opredeljeno v točki 7.6.
Področje uporabe za strižno trdnost je opredeljeno v točki 8.6.
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
01-maj-2022
Vlaknatocementni proizvodi - Ugotavljanje vlečne odpornosti in strižne trdnosti ter
izračun upogibne trdnosti - 2. del: Valovite strešne plošče
Fibre-cement products - Determination of pull through and shear resistance and bending
strength calculations - Part 2: Profiled sheets
Faserzementprodukte - Bestimmung des Durchzugs- und Querkraftwiderstandes und
der Biegefestigkeit - Teil 2: Wellplatten
Produits en fibres-ciment - Détermination des calculs de résistance au déboutonnage, au
cisaillement et à la flexion - Partie 2 : Plaques profilées
Ta slovenski standard je istoveten z: EN 17468-2:2022
ICS:
91.060.20 Strehe Roofs
91.100.40 Cementni izdelki, ojačani z Products in fibre-reinforced
vlakni cement
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EN 17468-2
EUROPEAN STANDARD
NORME EUROPÉENNE
March 2022
EUROPÄISCHE NORM
ICS 91.100.40
English Version
Fibre-cement products - Determination of pull through
and shear resistance and bending strength calculations -
Part 2: Profiled sheets
Produits en fibres-ciment - Détermination des calculs Faserzementprodukte - Bestimmung des Durchzugs-
de résistance au déboutonnage, au cisaillement et à la und Querkraftwiderstandes und der Biegefestigkeit -
flexion - Partie 2 : Plaques profilées Teil 2: Wellplatten
This European Standard was approved by CEN on 10 January 2022.
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. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.
This European Standard exists 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, 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
© 2022 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 17468-2:2022 E
worldwide for CEN national Members.
EN 17468:2022 (E)
Contents Page
European foreword . 4
Introduction . 5
1 Scope . 6
2 Normative references . 6
3 Terms and definitions . 6
4 Symbols and abbreviations . 7
5 Product requirements . 9
5.1 Composition . 9
5.2 Appearance and finish . 9
6 Sampling procedure . 9
6.1 Sampling method . 9
6.2 Type testing . 9
6.3 Preparation of test specimens . 9
6.3.1 Preparation of the test specimens for the pull through test . 9
6.3.2 Preparation of test specimens for the shear resistance test . 10
7 Test method for the determination of pull through resistance of fibre-cement profiled
sheets . 10
7.1 Principle . 10
7.2 Test equipment . 10
7.2.1 Tensile testing machine . 10
7.3 Fasteners . 13
7.4 Test procedure . 13
7.5 Expression of results and test report . 14
7.5.1 Pull through resistance . 14
7.5.2 Test report . 15
7.6 Field of application . 15
8 Test method for the determination of shear resistance of fibre-cement profiled sheets
................................................................................................................................................................... 16
8.1 Principle . 16
8.2 Test equipment . 16
8.2.1 Testing of shear resistance . 16
8.2.2 Shear resistance parallel to the corrugations . 16
8.2.3 Shear resistance perpendicular to the corrugations . 17
8.3 Fasteners . 18
8.4 Test procedure . 18
8.5 Expression of results and test report . 19
8.5.1 Shear resistance . 19
8.5.2 Test report . 20
8.6 Field of application . 20
9 Mechanical characteristics . 20
9.1 Bending strength . 20
9.1.1 General. 20
9.1.2 Characteristic bending strength . 21
9.1.3 Bending modulus of elasticity . 22
9.1.4 Longitudinal direction . 23
9.1.5 Transverse direction . 24
9.1.6 Design bending strength . 24
9.2 Pull through resistance / shear resistance . 25
9.2.1 Characteristic pull through resistance / shear resistance . 25
9.2.2 Design pull through resistance / shear resistance . 25
Bibliography . 26
European foreword
This document (EN 17468-2:2022) has been prepared by Technical Committee CEN/TC 128 “Roof
covering products for discontinuous laying and products for wall cladding”, the secretariat of which is
held by NBN.
This European Standard shall be given the status of a national standard, either by publication of an
identical text or by endorsement, at the latest by September 2022, and conflicting national standards shall
be withdrawn at the latest by September 2022.
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 is part 2 of the EN 17468 series and deals with profiled sheets, whereas part 1 deals with
flat sheets.
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 organisations of the
following countries are bound to implement this European Standard: 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.
Introduction
Different fibre-cement profiled sheets on the market are assessed for pull through resistance.
Fibre-cement profiled sheets have been evaluated for pull through and shear resistance by a number of
test methods designed to simulate conditions of use.
The results from the different existing methods are not directly comparable.
This document establishes an agreed method for evaluation of the pull through resistance of fibre-cement
profiled sheet products, based on the experiences obtained over the last number of years in different
countries. The document is partly based on the French national standard NF P30-311.
This is a testing standard with no classifications, but this test procedure may be used by national
regulators to set classifications for roof and wall assemblies.
The performance of an assembly constructed with these products depends not only on the properties of
product as required by this document, but also on the design, construction and performance of an
assembly to be assessed by appropriate methods such as calculations or testing.
1 Scope
This document specifies test methods for pull through (tension/compression testing for fasteners
through the sheets) and shear resistance of fibre-cement profiled sheets according to EN 494. The results
are only applicable to the fibre-cement product and not to the complete fixing assembly.
It applies only to products as delivered.
The field of application for pull through resistance is defined in 7.6.
The field of application for shear resistance is defined in 8.6.
NOTE For design purposes of fibre-cement profiled sheets in the final application, the failure modes pull-out
and breaking of the fixings or substructure are not in the scope of this standard. They might become decisive and
need to be tested or calculated according to the relevant design standards for fixings (e.g. Eurocode 3 for steel,
Eurocode 5 for wood and Eurocode 9 for aluminium substructures) and compared with the results for pull-through
and shear resistance.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document
...
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