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Normas DIN – AENOR
DIN EN 384:2016-12

DIN EN 384:2016-12

Structural timber - Determination of characteristic values of mechanical properties and density; German version EN 384:2016

Bois de structure - Détermination des valeurs caractéristiques des propriétés mécaniques et de la masse volumique; Version allemande EN 384:2016

Bauholz für tragende Zwecke - Bestimmung charakteristischer Werte für mechanische Eigenschaften und Rohdichte; Deutsche Fassung EN 384:2016

Fecha Anulación:
2019-02 /Withdrawn
Equivalencias internacionales:

EN 384 (2016-08)

Relación con otras normas DIN:

Reemplaza a: DIN EN 384:2013-09

Reemplazada por: DIN EN 384:2019-02

Reemplaza a: DIN EN 384:2010-08

Resumen:
This standard gives a method for determining characteristic values of mechanical properties and density, for defined populations of visual grades and/or mechanical strength classes of sawn timber. Additionally it covers the stages of sampling, testing, analysis and presentation of the data. A method is also given for checking the strength of a timber population against its designated value. 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 characteristic values, i.e. bending or tension strength, mean modulus of elasticity parallel to grain in bending or tension and density need to be determined, other properties can be calculated according to Tab. 6.2. NOTE 2 EN 1912 gives examples of established visual grades assigned to strength classes.
Keywords:
Bulk density, Carpentry, Construction, Construction materials, Definitions, Density, Determination, Load capacity, Mechanical properties, Mechanical properties of materials, Modulus of elasticity, Properties, Ratings, Sorting classes, Stiffness, Strength class, Strength of materials, Structural timber, Testing, Testing conditions, Timber construction, Type of timber, Wood
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