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I.S. EN 408:2010

Withdrawn
Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

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withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

TIMBER STRUCTURES - STRUCTURAL TIMBER AND GLUED LAMINATED TIMBER - DETERMINATION OF SOME PHYSICAL AND MECHANICAL PROPERTIES
Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

09-08-2010

Preview

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Only cited Standards give presumption of conformance to New Approach Directives/Regulations.

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

EN 13183-1:2002/AC:2003 MOISTURE CONTENT OF A PIECE OF SAWN TIMBER - DETERMINATION BY OVEN DRY METHOD
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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