BS EN 00300:2006 pdf download
BS EN 00300:2006 pdf download.Oriented Strand Boards(OSB)—Definitions,classification and specifications.
BS EN 00300 applies to Oriented Strand Boards (OSB). it defines terms, establishes a dassiticabon and specifies requirements.
The values listed in this European Standard relate to product properties but they are not characteristic vetoes to be used In design calculations,
NOTE Test methods for deternation at mechanical properties for structural purpcaes are given In EN 789
Determination of charactenstic values of mechanical properties and density for structural purposes Is given in EN 1O58
Design characteristic values br OSB are given In EN 12369-1.
informabon on supplementary properties is given in Annex C.
2 Normative references
The following reterenced documents are Indispensable for the application of this document For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (induding any amendments) appl.es
EN 120, Wood-based panels – Determination of formaldehe content – Extraction method called the perforator method
EN 310, Wood-based panels – Determination of modulus of elasticity in bending and of banding strength EN 317, Pa,trcleboards and f,breboards – Determination of s’well.ing in thickness after immersion in water EN 318, Wood-based panels – Determination of dimensional changes associated with changes in relative 1w- midity
EN 319, Pa,tlcleboards and hbreboards – Determination of tensile strength peipendicular to the plane of the board
EN 320, Fibreboarris – Determination of resistance to axial withdrawal of screws
EN 321, Wood based panels – DetermInation of moisture resistance under cyclic test conditions
EN 322, Wood-based panels – Determination of moisture content
EN 323, Wood-based panels – Determination of density
EN 324-1. Wood-based panels – Determination of dimensions of boards – Part 1: Determination of thickness, width and length
EN 324-2. Wood-based panels – Determination of dimension of boards – Part 2: Determination of squareness and edge straightness
EN 326-1. Wood-based panels. Sampling, cutting and inspection – Part 1: Sampling and cutting of test pieces and expression of test results
EN 326-2. Wood-based panels – Sampling. cutting end inspectconPert 2: Qu&ch,’ control in the factory
EN 326-3, Wood-based panels – Sampling, cutting and inspection – Part 3: Inspection of an Isolated lot of panels
EN 594, 7mber structures – Test methods – Racking strength and stiffness of timber frame wall panels
EN 596. Timber structures – Test methods – Soft body impact test of timber framed walls
EN 717-1, Wood-based panels – Determination of formaldehyde release – Par? 1: Formaldehyde emission by the chamber method
EN 789. Timber structures – Test methods – Determination of mechanical properties of wood-based panels
EN 1058. Wood-based panels – Del enninat ion of characteristic values of mechanical properties and density
EN 1087-1 Particleboards – Determination of moisture resistance – Part 1: Bad test
ENV 1156. Wood-based panels – Determination of durational load and creep factors
EN 1195. Timber structures . Test methods- Performance of structural floor decking
EN 12369-1 – Wood-based panels – Characteristic values for structural design – Part 1: 058, particleboards and fIbreboards
EN 12871, Wood-based panels – Performance specifications and requirements for load bearing boards for use In floors, walls and roofs
EN 13986:2004. Wood-based panels for use in construction – Characteristics, evaluation of conformity and marking
3 Terms and definitions
For the purposes of this document, the terms fld definitions given ifl EN 139562004 and the following apply.
3.1
Oriented Strand Board (OSB)
multi-layered board mainly made from strands of wood together with a binder. The strands in the external layer are aligned and parallel to the board length or width, The strands in the mternal layer or layers can be randomly onentated or aligned, generally at right angles to the strands in the external layers
strand
piece of wood of a predetermined shape with a length of more than 50 mm and a typical thickness of less than 2 mm
major axis
direction In the plane of the board In which the bending properties have the higher values
3-4
minor axis
direction in the plane of the board at right angles to the major axis
3.5
dry conditions
conditions corresponding to service class I of EN 1995-1-1 which Is chatactensed by a moisture content In the material corresponding to a temperature of 20 C and a relative humidity of the surrounding air only exceedIng 65% for a few weeks per year.
