iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
SIST

SIST EN 1383:2016

(Main)

Timber structures - Test methods - Pull through resistance of timber fasteners

Timber structures - Test methods - Pull through resistance of timber fasteners

This standard specifies the test method for determining the resistance of timber to the head pull through of timber fasteners.
In this standard 'timber' includes solid timber, glued laminated timber and wood-based products.
The test method applies to all types of nails, screws and staples.

Holzbauwerke - Prüfverfahren - Prüfung von Holzverbindungsmitteln auf Kopfdurchziehen

Diese Norm legt ein Prüfverfahren zur Bestimmung des Widerstandes von Holz gegen das Kopfdurchziehen von Holzverbindungsmitteln fest.
Holz nach dieser Norm umfasst Vollholz, Brettschichtholz und Holzwerkstoffe.
Das Prüfverfahren gilt für alle Typen von Nägeln, Schrauben und Klammern.

Structures en bois - Méthodes d'essais - Résistance à la traversée de la tête d'éléments de fixation à travers le bois

La présente norme définit les méthodes d'essais permettant de déterminer la résistance à la traversée de la tête d'éléments de fixation à travers le bois.
Dans la présente norme, le terme «bois» inclut le bois massif, le bois lamellé-collé et les panneaux à base de bois.
Les méthodes d'essai s'appliquent à tous les types de pointes, de vis et d'agrafes.

Lesene konstrukcije - Metode preskušanja - Izvlečna odpornost veznih sredstev za les pri preboju

Ta standard določa preskusno metodo za ugotavljanje izvlečne odpornosti veznih sredstev za les pri naglavnem preboju. Izraz »les« v tem standardu vključuje masiven les, lepljeni lamelirani les in lesne proizvode. Preskusna metoda se uporablja za vse vrste žebljev, vijakov in sponk.

General Information

Status
Published
Public Enquiry End Date
30-Jul-2014
Publication Date
13-Mar-2016
ICS
91.080.20 - Timber structures
Technical Committee
KON.005 - Timber structures
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
25-Feb-2016
Due Date
01-May-2016
Completion Date
14-Mar-2016
Ref Project
EN 1383:2016 - Timber structures - Test methods - Pull through resistance of timber fasteners

Relations

Replaces
SIST EN 1383:2000 - Timber structures - Test methods - Pull through resistance of timber fasteners
Effective Date
01-Apr-2016

Buy Standard

EN 1383:2016EN 1383:2016
PreviousNext
Standard
EN 1383:2016
English language
11 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Holzbauwerke - Prüfverfahren - Prüfung von Holzverbindungsmitteln auf KopfdurchziehenStructures en bois - Méthodes d'essais - Résistance à la traversée de la tête d'éléments de fixation à travers le boisTimber structures - Test methods - Pull through resistance of timber fasteners91.080.20Lesene konstrukcijeTimber structuresICS:Ta slovenski standard je istoveten z:EN 1383:2016SIST EN 1383:2016en,fr,de01-april-2016SIST EN 1383:2016SLOVENSKI
STANDARDSIST EN 1383:20001DGRPHãþD



SIST EN 1383:2016



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1383
February
t r s x ICS
{ sä r z rä t r Supersedes EN
s u z uã s { { {English Version
Timber structures æ Test methods æ Pull through resistance of timber fasteners Structures en bois æ Méthodes d 5essais æ Résistance à la traversée de la tête d 5éléments de fixation à travers le bois
Holzbauwerke æ Prüfverfahren æ Prüfung von Holzverbindungsmitteln auf Kopfdurchziehen This European Standard was approved by CEN on
s { December
t r s wä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey andUnited Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Avenue Marnix 17,
B-1000 Brussels
9
t r s x CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u z uã t r s x ESIST EN 1383:2016



EN 1383:2016 (E) 2 Contents Page European foreword . 3 1 Scope . 4 2 Normative references . 4 3 Terms and definitions . 4 4 Symbols and abbreviations . 5 5 Materials . 7 5.1 Timber and wood-based products . 7 5.2 Fasteners . 7 6 Test methods . 7 6.1 General . 7 6.2 Conditioning . 7 6.3 Fabrication of test pieces . 7 6.4 Apparatus . 7 6.5 Test procedure . 7 6.6 Test results . 10 6.7 Test report . 10 Bibliography . 11
SIST EN 1383:2016



EN 1383:2016 (E) 3 European foreword This document (EN 1383:2016) 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 August 2016, and conflicting national standards shall be withdrawn at the latest by August 2016. 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 1383:1999. Compared to EN 1383:1999, the following changes have been made: — replacement of EN 28970 by EN ISO 8970; — improvement to figures and definitions. 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. SIST EN 1383:2016



EN 1383:2016 (E) 4 1 Scope This European Standard specifies the test method for determining the resistance of timber to the head pull through of timber fasteners. In this standard 'timber' includes solid timber, glued laminated timber and wood-based products. The test method applies to all types of nails, screws and staples excluding screws with fully threaded shank. 2 Normative references The following documents, in whole or in parts, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. F
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

SIST
SIST EN 14081-2:2018+A1:2022(Main)
Timber structures - Strength graded structural timber with rectangular cross section - Part 2: Machine grading; additional requirements for type testing
EN 14081-2:2018+A1:2022

This document specifies requirements, additional to those of EN 14081-1, for type testing of machine graded structural timber with rectangular cross-sections shaped by sawing, planning or other methods, and having deviations from the target sizes corresponding to EN 336. This includes requirements for strength grading machines.

  • Standard
    36 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 384:2016+A2:2022(Main)
Structural timber - Determination of characteristic values of mechanical properties and density
EN 384:2016+A2:2022

This European Standard gives a method for determining characteristic values of mechanical properties and density, for defined populations of visual grades and/or strength classes of machine graded structural timber. Additionally it covers the stages of sampling, testing, analysis and presentation of the data.
The standard provides methods to derive strength, stiffness and density properties for structural timber from tests with defect-free specimen.
The values determined in accordance with this standard for mechanical properties and density are suitable for assigning grades and species to the strength classes of EN 338.
NOTE 1   For assigning grades and species to the strength classes in EN 338 only three properties, i.e. bending or tension strength, modulus of elasticity parallel to grain in bending or tension and density need to be determined from test data, other properties can be calculated according to Table 2.
NOTE 2   EN 1912 gives examples of established visual grades assigned to strength classes.

  • Standard
    20 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 14081-3:2022(Main)
Timber structures - Strength graded structural timber with rectangular cross section - Part 3: Machine grading; additional requirements for factory production control
EN 14081-3:2022

This document specifies requirements additional to those given in EN 14081-1 for factory production control of machine graded structural timber with rectangular cross-sections shaped by sawing, planing or other methods, and having deviations from the target sizes corresponding to EN 336.

  • Standard
    11 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    11 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 14592:2022(Main)
Timber structures - Dowel-type fasteners - Requirements
EN 14592:2022

This draft European Standard specifies the requirements for the following types of dowel-type fasteners: nails, staples, screws, dowels, and bolts with nuts.
Only dowel-type fasteners for structural use in load bearing timber structures, and manufactured from steel, are covered by this European Standard. In addition, this draft European Standard covers also the use of screws:
-   to fix roof or cladding elements to the timber structure, with or without insulation layers;
and
-   as reinforcement inserted in timber or in a glue laminated timber element to improve its resistance to compression perpendicular to the grain.
This draft European Standard specifies also the assessment and verification of constancy of performance (AVCP) procedures and includes requirements for marking of these products.
This draft European Standard covers dowel-type fasteners that may be coated for the following purposes:
-   corrosion protection;
-   lubrication (to facilitate insertion);
-   withdrawal enhancement and/or collation for staples (adhesive and/or resin coatings).
This draft European Standard does not cover fasteners treated with fire retardants to improve their fire performance, nor does it cover glued-in rods.

  • Standard
    78 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    70 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 16351:2021(Main)
Timber structures - Cross laminated timber - Requirements
EN 16351:2021

This document sets out requirements regarding the performance of characteristics of the following types of cross laminated timber to be used in buildings and bridges:
-   type 1: Straight or curved cross laminated timber comprising only timber layers but no large finger joints;
-   type 2: Straight cross laminated timber comprising only timber layers and large finger joints;
-   type 3: Straight cross laminated timber comprising timber and wood-based panel layers but no large finger joints.
It also lays down procedures for assessment and verification of constancy of performance (AVPC) of characteristics and specifies marking and labelling of cross laminated timber.
This document covers cross laminated timber of all three types of cross laminated timber:
-   manufactured according to this standard, which sets up provisions for:
-   boundary conditions during manufacture of cross laminated timber;
-   moisture content and temperature of timber to be bonded;
-   production of finger joints and bonds between layers;
-   to be used in service class 1 or 2 according to EN 1995 1 1;
-   made of coniferous species and poplar listed in this standard;
-   which may be made of layers made of different species having similar properties;
-   bonded with phenolic or aminoplastic or moisture curing one-component polyurethane or emulsion polymer isocyanate adhesives of adhesive type I according to the respective standard;
-   built up of at least three orthogonally bonded layers (at least two of them timber layers);
-   which may have, depending on the number of layers, adjacent layers bonded parallel to the grain;
-   made of timber layers which are made of strength graded timber according to EN 14081 1;
-   made of timber layers having nominal thicknesses between 6 mm (including) and 60 mm (including) depending on the layup;
-   made of timber layers
-   which may comprise non-structural edge bonds; and
-   have a mean gap width of less than or equal to 0,6 mm and a 90th percentile of the gap width of 2 mm;
-   having nominal overall thicknesses up to 500 mm.
Additional provisions of this document apply for straight cross laminated timber comprising only timber layers and comprising large finger joints (type 2):
-   made from cross laminated timber pieces having the same cross-section and layup;
-   made from cross laminated timber pieces having nominal cross-sectional thicknesses from 51 mm (including) up to 345 mm (including) and nominal minimum thicknesses of the outer layers not less than 17 mm (including).
-   made from cross laminated timber pieces solely comprising timber layers;
-   made from plane cross laminated timber pieces;
-   with parallel x-axes of the jointed components;
-   with finger joints having a finger length of at least 45 mm and fingers which are visible at the two narrow sides of the components;
-   bonded with phenolic or aminoplastic or moisture curing one-component polyurethane adhesives of adhesive type I according to the respective standard.
Additional provisions of this document apply for straight cross laminated timber comprising timber and wood-based panel layers but no large finger joints (type 3):
-   made of structural wood-based panels specified in this European standard;
-   made of one panel per layer and;
-   having thicknesses between 6 mm (including) and 45 mm (including);
This document applies to cross laminated timber untreated or treated against biological attack.
This document  does not cover:
-   cross laminated timber treated with fire retardants;
-   cross laminated timber which is produced from re-used timber or wood-based panels comprising re-used timber.

  • Standard
    96 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    92 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN ISO 8970:2020(Main)
Timber structures - Testing of joints made with mechanical fasteners - Requirements for timber density (ISO 8970:2020)
EN ISO 8970:2020

This document specifies a method based on density, for the selection of pieces of wood used in
determining the strength and stiffness properties of joints between members of structural timber
made with mechanical fasteners. It is intended to be used in conjunction with a test standard specifying
a test method.
It is assumed that the wood pieces are conditioned to the relevant conditions, that the wood density is
normally distributed and that any deviations are reported.
This document is applicable only to specimens of structural timber.
NOTE It is emphasized that the wood density is only one of the properties that can influence the strength of
a joint. Other relevant properties are, for example, growth-ring size and orientation, toughness and hardness.

  • Standard
    17 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    13 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 14081-1:2016+A1:2019(Main)
Timber structures - Strength graded structural timber with rectangular cross section - Part 1: General requirements
EN 14081-1:2016+A1:2019

This European Standard specifies requirements for strength graded structural timber with rectangular cross-sections either visual or machine graded, shaped by sawing, planning or other methods and with cross-sectional dimensions complying with EN 336 (referred to as structural timber in the following clauses).
This European Standard includes provisions for test methods, Assessment and Verification of Constancy of Performance and marking of structural timber.
NOTE 1   For machine strength graded timber additional provisions for type testing (TT) are given in EN 14081-2 and for factory production control (FPC) in EN 14081-3.
NOTE 2   An acceptance procedure for verification of a lot is given in EN 14358 which may be used for a delivery of structural timber.
This European Standard identifies characteristics for which limits have to be given in visual grading standards.
This European Standard covers structural timber, untreated or treated against biological attack.
This European Standard does not cover:
-   timber treated by fire retardant products to improve its fire performance;
-   thermally and/or chemically modified timber;
-   structural finger jointed timber.

  • Standard
    36 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 16929:2019(Main)
Test methods - Timber floors - Determination of vibration properties
EN 16929:2018

This Europen Standard specifies test methods for the determination of the fundamental frequency, damping, unit point load deflection and acceleration of timber or wood based composite beams and flooring systems.

  • Standard
    24 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    21 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 14358:2016(Main)
Timber structures - Calculation and verification of characteristic values
EN 14358:2016

This document specifies methods for the determination of characteristic 5-percentile strength and density values as well as mean values for stiffness from test results for solid wood, fasteners, and wood-based products in the frame of initial type testing.
This document also gives methods for checking strength, density or stiffness properties in the frame of factory production control by variables. Sampling is not covered by this document, but reference is made to the relevant product standards.
In addition to this standard, specific requirements related to the product are given in separate standards.
NOTE   For example, in the case of solid timber, specific correction factors for calculation of characteristic values are given in EN 384.

  • Standard
    15 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 16784:2016(Main)
Timber structures - Test methods - Determination of the long term behaviour of coated and uncoated dowel-type fasteners
EN 16784:2016

This European Standard specifies the test methods for determining the long term behaviour of coated and uncoated dowel-type fasteners in load bearing timber structures (nails, staples, screws, dowels and bolts with nuts).

  • Standard
    11 pages
    English language
    sale 10% off
    e-Library read for
    1 day