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AS/NZS 2269:1994

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

View Superseded by

Plywood - Structural

Available format(s)

Hardcopy , PDF 1 User , PDF 3 Users , PDF 5 Users , PDF 9 Users

Published date

14-06-1994

Superseded date

29-05-2024

Superseded by

AS/NZS 2269:2004

£56.79
Excluding VAT
Summarise this standard

1 - AS/NZS 2269:1994 PLYWOOD - STRUCTURAL
4 - PREFACE
5 - CONTENTS
6 - SECTION 1 SCOPE AND GENERAL
6 - 1.1 SCOPE
6 - 1.2 APPLICATION
6 - 1.3 REFERENCED DOCUMENTS
7 - 1.4 DEFINITIONS
7 - 1.5 GRADES OF STRUCTURAL PLYWOOD
7 - 1.5.1 General
7 - 1.5.2 Surface Grades
7 - 1.5.3 Stress Grades
7 - 1.6 DIMENSIONS AND SHAPE
7 - 1.6.1 Dimensions
8 - 1.6.2 Shape
8 - 1.7 MOISTURE CONTENT
8 - 1.8 FINISH
8 - 1.9 JOINTS IN SHEETS
8 - 1.10 IMMUNIZATION AND PRESERVATIVE TREATMENT
8 - 1.10.1 Immunization of lyctid-susceptible sapwood
9 - 1.10.2 Preservative treatment
9 - 1.11 BRANDING
10 - SECTION 2 VENEER QUALITY
10 - 2.1 GENERAL REQUIREMENTS FOR ALL VENEERS
10 - 2.2 QUALITY A VENEER
10 - 2.2.1 General
10 - 2.2.2 Non-permitted imperfections
10 - 2.2.3 Permitted imperfections
12 - 2.3 QUALITY S VENEER
12 - 2.4 QUALITY B VENEER
12 - 2.4.1 General
12 - 2.4.2 Non-permitted imperfections
12 - 2.4.3 Permitted imperfections
13 - 2.5 QUALITY C VENEER
13 - 2.5.1 General
13 - 2.5.2 Non-permitted imperfections
13 - 2.5.3 Permitted imperfections
13 - 2.6 QUALITY D VENEER
13 - 2.6.1 General
13 - 2.6.2 Permitted imperfections
15 - SECTION 3 MANUFACTURING REQUIREMENTS
15 - 3.1 JOINTS IN VENEER
15 - 3.1.1 End joints
15 - 3.1.2 Edge joints
15 - 3.2 STRUCTURAL JOINTS IN PLYWOOD SHEETS
15 - 3.3 BONDING BETWEEN PLIES
16 - 3.4 ASSEMBLY OF PLYWOOD
16 - 3.4.1 Construction
16 - 3.4.2 Standard constructions
16 - 3.4.3 Non-standard constructions
16 - 3.4.4 Lay-up of plies
18 - SECTION 4 APPLICATION OF STRESS GRADES AND MECHANICAL PROPERTIES TO STRUCTURAL PLYWOOD PANELS
18 - 4.1 GENERAL
18 - 4.2 VENEERS OF IDENTIFIED SPECIES
18 - 4.2.1 Single species
18 - 4.2.2 Mixed species
18 - 4.2.3 Mixed qualities
18 - 4.3 VENEERS OF DETERMINED DENSITY
18 - 4.4 VENEERS OF DETERMINED STIFFNESS
19 - 4.5 MECHANICALLY STRESS-GRADED STRUCTURAL PLYWOOD SHEETS
20 - 4.6 IN-GRADE TESTING
20 - 4.6.1 General
21 - 4.6.2 Plywood manufactured from a single species
21 - 4.6.3 Plywood manufactured from mixed species
21 - 4.7 CAPACITY OR DEPENDABLE STRENGTH OF PLYWOOD
22 - APPENDIX A - SECTION PROPERTIES, SECOND MOMENT OF AREA (MOMENT OF INERTIA) AND SECTION MODULUS FOR STRUCTURAL PLYWOOD
22 - A1 METHOD OF CALCULATION OF SECTION PROPERTIES
22 - A2 DEFINITIONS FOR USE IN CALCULATION OF SECTION PROPERTIES
22 - A3 CALCULATION METHOD
24 - A4 SECTION PROPERTIES FOR STANDARD CONSTRUCTIONS
25 - APPENDIX B - STRESS GRADES FOR VENEER OF IDENTIFIED SPECIES
26 - APPENDIX C - METHOD FOR MECHANICALLY STRESS GRADING PLYWOOD PANELS
26 - C1 SCOPE
26 - C2 PRINCIPLE
26 - C3 APPARATUS
26 - C4 GRADING CONDITIONS
26 - C5 PLYWOOD CONDITIONS
26 - C6 PROCEDURE
27 - C7 MARKING
28 - APPENDIX D - INFORMATION TO BE SUPPLIED WITH INQUIRIES AND ORDERS
29 - APPENDIX E - STORAGE AND HANDLING OF STRUCTURAL PLYWOOD
30 - APPENDIX F - MEANS FOR DEMONSTRATING COMPLIANCE WITH THIS STANDARD
30 - F1 SCOPE
30 - F2 STATISTICAL SAMPLING
30 - F3 PRODUCT CERTIFICATION
30 - F4 SUPPLIER’S QUALITY SYSTEM
31 - F5 OTHER MEANS OF ASSESSMENT

This Standard specifies requirements for the manufacture and grading of structural plywood. The Standard specifies veneer quality, bond quality, dimensional tolerances, joints, moisture content, visual grading rules and basic working stresses for the nominated stress grades as well as alternative methods for the determination of stress grades. Five surface grades, A, S, B, C and D, and one bond quality, Type bond, are prescribed.

Committee
TM-008
DocumentType
Standard
ISBN
0 7262 8908 6
Pages
26
PublisherName
Standards Australia
Status
Superseded
SupersededBy
Supersedes
UnderRevision

This Standard specifies requirements for the manufacture and grading of structural plywood. Specifications for both stress and surface grades are also provided. The Standard also specifies veneer qualities, bond quality, standard lay-up construction, dimensional tolerances, joints, moisture content and basic working stresses for the nominated stress grades. The following alternative methods for the determination of stress grades for structural plywood, are also provided-(a) species identification;(b) density determination;(c) veneer stiffness determination;(d) mechanical stress grading of the finished sheet of plywood; or(e) in-grade testing of finished plywood panels.Five surface grades, based on the veneer quality of the face and back veneers, A, S, B, C and D and one bond quality, Type A bond, are prescribed.

First published in Australia in part as AS O85-1969.
AS O89 first published 1973.
AS O85-1969 and AS O89-1973 revised, amalgamated and redesignated AS 2269-1979.
First published in New Zealand as NZS 3614-1971.
AS 2269-1979 and NZS 3614:1971 jointly revised and designated as Joint Standard AS/NZS 2269:1994.

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