EN 1075:2014
(Main)Timber structures - Test methods - Joints made with punched metal plate fasteners
Timber structures - Test methods - Joints made with punched metal plate fasteners
This European Standard specifies the test methods for determining the strength capacity and stiffness of joints made with punched metal plate fasteners in load bearing timber structures, being used to join two or more pieces of timber of the same thickness in the same plane. The properties measured are:
- load-slip characteristics and maximum load resulting from the lateral resistance of the embedded projections, at various angles between the direction of the applied force and;
- the axis of the fastener (load-fastener angle );
- the direction of the grain of the timber (load-grain angle β);
- the tension capacity of the fastener at various angles ;
- the compression capacity of the fastener at various angles ;
- the shear capacity of the fastener at various angles ..
A nail root test method is shown in Annex A.
Holzbauwerke - Prüfverfahren - Verbindungen mit Nagelplatten
Diese Europäische Norm legt die Prüfverfahren zur Bestimmung der Tragfähigkeit und Steifigkeit von Verbindungen mit gestanzten Nagelplatten aus Metall in tragenden Holzbauwerken fest, die zum Verbinden von zwei oder mehreren Holzteilen von gleicher Dicke in der gleichen Ebene verwendet werden.
Folgende Eigenschaften werden ermittelt:
- Lastverschiebungsverhalten und Höchstlast, die sich aus dem Abscherwiderstand der eingepressten Nägel bei verschiedenen Winkeln zwischen der Kraftrichtung und
- der Achse der Nagelplatte (Last/Nagelplatten-Winkel ),
- der Faserrichtung des Holzes (Last/Faser-Winkel ) ergeben,
- Tragfähigkeit der Nagelplatte bei Zugbeanspruchung bei verschiedenen Winkeln ,
- Tragfähigkeit der Nagelplatte bei Druckbeanspruchung bei verschiedenen Winkeln ,
- Tragfähigkeit der Nagelplatte bei Scherbeanspruchung bei verschiedenen Winkeln ,
Ein Verfahren zur Prüfung der Nagelwurzel ist im Anhang A beschrieben.
Structures en bois - Méthodes d'essai - Assemblages réalisés avec des connecteurs métalliques à plaque emboutie
La présente norme spécifie les méthodes d’essai pour déterminer la capacité de résistance et la rigidité des assemblages constitués par des connecteurs à plaque métallique emboutie pour les structures portantes en bois ; ces connecteurs sont utilisés pour assembler deux ou plus de deux pièces de bois de même épaisseur dans le même plan.
Les caractéristiques mesurées sont :
- les caractéristiques force/glissement et force maximale résultant de la résistance latérale des parties saillantes enfoncées dans le bois, pour des angles différents entre la direction de la force appliquée et ;
- l'axe du connecteur (angle force-connecteur ) ;
- la direction du fil du bois (angle force-direction du fil β) ;
- la capacité de résistance à la traction du connecteur pour différents angles ;
- la capacité de résistance à la compression du connecteur pour différents angles ;
- la capacité de résistance au cisaillement du connecteur pour différents angles .
Une méthode d'essai pour la flexion des parties saillantes est donnée en Annexe A.
Lesene konstrukcije - Preskusne metode - Spoji s kovinskimi ježastimi ploščami
Ta evropski standard določa preskusne metode za ugotavljanje nosilnosti in togosti spojev s kovinskimi ježastimi ploščami pri nosilnih lesenih strukturah, ki se uporabljajo za spajanje dveh ali več kosov lesa enake debeline v isti ravnini. Izmerjene vrednosti so:
– karakteristike obremenitve/zdrsa in maksimalna obremenitev, ki nastanejo zaradi vzdolžnega upora vgrajenih projekcij, pod različnimi koti med smerjo uporabljene sile in;
– osjo veznih elementov (kot med obremenitvijo in veznim elementom);
– smerjo vlaken lesa (kot β med obremenitvijo in vlakni);
– natezna zmogljivost veznega elementa pri različnih kotih ;
– kompresijska zmogljivost veznega elementa pri različnih kotih ;
– strižna zmogljivost veznega elementa pri različnih kotih ;
Preskusna metoda za žeblje je prikazana v dodatku A.
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-marec-2015
1DGRPHãþD
SIST EN 1075:2000
/HVHQHNRQVWUXNFLMH3UHVNXVQHPHWRGH6SRMLVNRYLQVNLPLMHåDVWLPLSORãþDPL
Timber structures - Test methods - Joints made with punched metal plate fasteners
Holzbauwerke - Prüfverfahren - Verbindungen mit Nagelplatten
Structures en bois - Méthodes d'essai - Assemblages réalisés avec des connecteurs
métalliques à plaque emboutie
Ta slovenski standard je istoveten z: EN 1075:2014
ICS:
91.080.20 Lesene konstrukcije Timber structures
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
EUROPEAN STANDARD
EN 1075
NORME EUROPÉENNE
EUROPÄISCHE NORM
December 2014
ICS 91.080.20 Supersedes EN 1075:1999
English Version
Timber structures - Test methods - Joints made with punched
metal plate fasteners
Structures en bois - Méthodes d'essai - Assemblages Holzbauwerke - Prüfverfahren - Verbindungen mit
réalisés avec des connecteurs métalliques à plaque Nagelplatten
emboutie
This European Standard was approved by CEN on 7 November 2014.
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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, 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: Avenue Marnix 17, B-1000 Brussels
© 2014 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 1075:2014 E
worldwide for CEN national Members.
Contents Page
Foreword .4
1 Scope .5
2 Normative references .5
3 Terms and definitions .5
4 Symbols and abbreviations .7
5 Materials .7
5.1 Timber .7
5.2 Fasteners .7
6 Test methods .8
6.1 General .8
6.2 Conditioning .8
6.3 Fabrication of test pieces .8
6.4 Preparation of test pieces .9
6.4.1 Anchorage capacity and load-slip characteristics of contact surface and timber: load
parallel to grain .9
6.4.2 Anchorage capacity and load-slip characteristics of contact surface of fastener and
timber: load not parallel to grain . 10
6.4.3 Fastener tension capacity . 11
6.4.4 Fastener compression capacity . 12
6.4.5 Fastener shear capacity . 13
6.5 Procedure . 13
6.5.1 Estimation of maximum load . 13
6.5.2 Loading procedure . 13
6.5.3 Maximum load . 14
6.6 Expression of results . 15
6.6.1 Anchorage capacity . 15
6.6.2 Fastener tension capacity . 15
6.6.3 Fastener compression capacity . 15
6.6.4 Fastener shear capacity . 16
6.7 Determination of characteristic values . 16
6.8 Test report . 16
Annex A (normative) Nail root test . 17
A.1 Scope . 17
A.2 Symbols . 17
A.3 Test piece . 17
A.4 Test method . 17
A.5 Test results . 17
Annex B (informative) Derivation of rotational stiffness of the contact surface of the fastener and
timber . 19
B.1 General . 19
B.2 Background to the calculations . 19
B.3 Calculations . 19
Annex C (informative) Examples of properly located transducers . 21
Annex D (informative) Examples of loading arrangement . 22
D.1 Fastener shear capacity. 22
D.2 Fastener anchorage capacity: load not parallel to grain, (see 6.4.2). . 24
Bibliography . 25
Foreword
This document (EN 1075:2014) has been prepared by Technical Committee CEN/TC 124 “Timber Structures”,
the secretariat of which is held by AFNOR.
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 June 2015 and conflicting national standards shall be withdrawn at the
latest by June 2015.
Attention is drawn to the possibility that some of the elements of this document may be the subject of patent
rights. CEN [and/or CENELEC] shall not be held responsible for identifying any or all such patent rights.
This document supersedes EN 1075:1999.
Compared to EN 1075:1999, the following changes have been made:
a) replacement of EN 28970 by EN ISO 8970;
b) modification of definition in 3.5 for density;
c) modification of the formula in 6.6.1 for anchorage capacity;
d) improvement of figures.
According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following
countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech
Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece,
Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal,
Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.
1 Scope
This European Standard specifies the test methods for determining the strength capacity and stiffness of joints
made with punched metal plate fasteners in load bearing timber structures, being used to join two or more
pieces of timber of the same thickness in the same plane.
The properties measured are:
— load-slip characteristics and maximum load resulting from the lateral resistance of the embedded
projections, at various angles between the direction of the applied force and
— the axis of the fastener (load-fastener angle α),
— the direction of the grain of the timber (load-grain angle β),
— the tension capacity of the fastener at various angles α,
— the compression capacity of the fastener at various angles α,
— the shear capacity of the fastener at various angles α.
A nail root test method is shown in Annex A.
2 Normative references
The following documents, in whole or in part, are normatively referenced in this document and are
indispensable for its application. For dated references, only the edition cited applies. For undated references,
the latest edition of the referenced document (including any amendments) applies.
EN 336, Structural timber ― Sizes, permitted deviations
EN 14358, Timber structures ― Calculation of characteristic 5-percentile values and acceptance criteria for a
sample
EN 26891:1991 Timber structures ― Joints made with mechanical fasteners ― General principles for the
determination of strength and deformation characteristics (ISO 6891:1983)
EN ISO 8970, Timber structures ― Testing of joints made with mechanical fasteners ― Requirements for
wood density (ISO 8970)
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
3.1
punched metal plate
fastener made of metal plate of nominal thickness not less than 0,9 mm and not more than 3,0 mm, having
integral projections punched out in one direction and bent perpendicular to the base of the metal plate
3.2
major axis of fastener
direction giving the highest tension capacity per unit width of the fastener
Note 1 to entry: In many cases the punching pattern of the fastener gives rise to two main directions, perpendicular to
each other, with different capacity properties.
3.3
effective area of fastener
area of the total contact surface between the plate and the timber, reduced by 5 mm from the edges of the
timber and by a distance in the grain direction from the end of timber equal to 6 times the fastener's nominal
thickness, see Figure 1
Dimensions in millimetres
Key
1 direction of the grain
2 major axis of the fastener
Figure 1 — Definition of effective area of fastener
3.4
anchorage capacity per unit area
maximum load resisted by the joint per effective unit area of the fastener
3.5
mean density
population 50-percentile value with the mass and volume corresponding to equilibrium moisture content at a
temperature of 20 °C and a relative humidity of 65 %
3.6
design core thickness of the fastener
nominal thickness of the fastener, reduced by the thickness of the coating and further reduced by the minus
tolerance of the core thickness
4 Symbols and abbreviations
A effective area of fastener, in square millimetres
ef
b
...
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