I.S. EN 408:2010
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
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TIMBER STRUCTURES - STRUCTURAL TIMBER AND GLUED LAMINATED TIMBER - DETERMINATION OF SOME PHYSICAL AND MECHANICAL PROPERTIES
Hardcopy , PDF
English
08-09-2010
For Harmonized Standards, check the EU site to confirm that the Standard is cited in the Official Journal.
Only cited Standards give presumption of conformance to New Approach Directives/Regulations.
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Foreword
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations
5 Determination of dimensions of test pieces
6 Determination of moisture content of test pieces
7 Determination of density of test pieces
8 Conditioning of test pieces
9 Determination of local modulus of elasticity in bending
10 Determination of global modulus of elasticity in bending
11 Determination of the shear modulus
12 Determination of modulus of elasticity in tension parallel
to the grain
13 Determination of tension strength parallel to the grain
14 Determination of modulus of elasticity in compression
parallel to the grain
15 Determination of compression strength parallel to grain
16 Determination of tension and compression strengths
perpendicular to the grain
17 Determination of modulus of elasticity perpendicular
to the grain
18 Determination of shear strength parallel to the grain
19 Bending strength parallel to grain
20 Test report
Annex A (informative) - Example of compression perpendicular
to grain test arrangement
Annex B (informative) - Example of tension perpendicular to
grain test arrangement with rigid fixings
Bibliography
Describes test methods for determining the following properties of structural timber and glued laminated timber: - modulus of elasticity in bending; - shear modulus; - bending strength; - modulus of elasticity in tension parallel to the grain; - tension strength parallel to the grain; - modulus of elasticity in compression parallel to the grain; - compression strength parallel to the grain; - modulus of elasticity in tension perpendicular to the grain; - tension strength perpendicular to the grain; - modulus of elasticity in compression perpendicular to the grain; - compression strength perpendicular to the grain and shear strength.
| DevelopmentNote |
Supersedes I.S. EN 1193 (11/2003) 2010 Edition Re-Issued in August 2012 & incorporates AMD 1 2012. (08/2012)
|
| DocumentType |
Standard
|
| Pages |
41
|
| PublisherName |
National Standards Authority of Ireland
|
| Status |
Withdrawn
|
| SupersededBy | |
| Supersedes |
| Standards | Relationship |
| NBN EN 408 : 2010 + A1 2012 | Identical |
| NF EN 408 : 2010 + A1 2012 | Identical |
| SN EN 408 : 2010 + A1 2012 | Identical |
| EN 408:2010+A1:2012 | Identical |
| NEN EN 408 : 2010 + A1 2012 | Identical |
| UNI EN 408 : 2012 | Identical |
| UNE-EN 408:2011 | Identical |
| BS EN 408 : 2010 | Identical |
| NS EN 408 : 2010 + A1 2012 | Identical |
| DIN EN 408:2012-10 | Identical |
| ISO 8375:2017 | Timber structures — Glued laminated timber — Test methods for determination of physical and mechanical properties |
| EN 384:2016 | Structural timber - Determination of characteristic values of mechanical properties and density |
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