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About This Item
Full Description
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.
Cross References:
EN 338
EN 408
EN 13183-2
EN 13183-3
EN 14081-1:2016
EN 14081-2
EN 14081-3
EN 14358:2016
EN 1912
All current amendments available at time of purchase are included with the purchase of this document.
Document History
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BS EN 384:2016+A2:2022
Structural timber. Determination of characteristic values of mechanical properties and density- Most Recent
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BS EN 384:2016+A1:2018
Structural timber. Determination of characteristic values of mechanical properties and density- Historical Version
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BS EN 384:2016
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Structural timber. Determination of characteristic values of mechanical properties and density- Historical Version
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BS EN 384:2010
Structural timber. Determination of characteristic values of mechanical properties and density- Historical Version
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BS 08/30159962 DC
BS EN 384. Structural timber. Determination of characteristic values of mechanical properties and density- Historical Version
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BS EN 384:2004
Structural timber. Determination of characteristic values of mechanical properties and density- Historical Version
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BS EN 384:1995
Structural timber. Determination of characteristic values of mechanical properties and density- Historical Version