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I.S. EN 1194:1999

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

TIMBER STRUCTURES - GLUED LAMINATED TIMBER - STRENGTH CLASSES AND DETERMINATION OF CHARACTERISTIC VALUES

Available format(s)

Hardcopy , PDF

Superseded date

03-07-2013

Superseded by

I.S. EN 14080:2013

Language(s)

English

Published date

01-01-1999

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.


Dates of withdrawal of national standards are available from NSAI.

€42.00
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Foreword
Introduction
1 Scope
2 Normative references
3 Definitions
4 Symbols
5 Strength classes
6 Compliance
Annex A (normative) Calculation of characteristic
        properties

Defines a system of strength classes for horizontally laminated structural glued laminated timber with four or more laminations.

DocumentType
Standard
Pages
16
PublisherName
National Standards Authority of Ireland
Status
Superseded
SupersededBy

Standards Relationship
UNE-EN 1194:1999 Identical
EN 1194:1999 Identical
NS EN 1194 : 1ED 1999 Identical
NF EN 1194 : 1999 Identical
SN EN 1194 : 1999 Identical
NEN EN 1194 : 1999 Identical
UNI EN 1194 : 2000 Identical
BS EN 1194:1999 Identical
NBN EN 1194 : 1999 Identical
DIN EN 1194:1999-05 Identical

EN 386:2001 Glued laminated timber - Performance requirements and minimum production requirements
EN 408:2010+A1:2012 Timber structures - Structural timber and glued laminated timber - Determination of some physical and mechanical properties
EN 385:2001 Finger jointed structural timber - Performance requirements and minimum production requirements
EN 338:2016 Structural timber - Strength classes
EN 384:2016 Structural timber - Determination of characteristic values of mechanical properties and density
EN 1193 : 1997 TIMBER STRUCTURES - STRUCTURAL TIMBER AND GLUED LAMINATED TIMBER - DETERMINATION OF SHEAR STRENGTH AND MECHANICAL PROPERTIES PERPENDICULAR TO THE GRAIN

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