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AS/NZS 4063.1:2010

AS/NZS 4063.1:2010

Characterization of structural timber Test methods

Standards Australia

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Table of Contents

<toc>
<bookmarktable>
<bookmark index=&apos;0&apos;>
<pageno>1</pageno>
<text>AS/NZS 4063.1:2010 CHARACTERIZATION OF STRUCTURAL TIMBER - TEST METHODS</text>
<bookmark index=&apos;1&apos;>
<pageno>4</pageno>
<text>PREFACE</text>
</bookmark>
<bookmark index=&apos;2&apos;>
<pageno>5</pageno>
<text>CONTENTS</text>
</bookmark>
<bookmark index=&apos;3&apos;>
<pageno>6</pageno>
<text>SECTION 1 SCOPE AND GENERAL</text>
<bookmark index=&apos;4&apos;>
<pageno>6</pageno>
<text>1.1 SCOPE</text>
</bookmark>
<bookmark index=&apos;5&apos;>
<pageno>6</pageno>
<text>1.2 APPLICATION</text>
</bookmark>
<bookmark index=&apos;6&apos;>
<pageno>6</pageno>
<text>1.3 NORMATIVE REFERENCES</text>
</bookmark>
<bookmark index=&apos;7&apos;>
<pageno>6</pageno>
<text>1.4 DEFINITIONS</text>
<bookmark index=&apos;8&apos;>
<pageno>6</pageno>
<text>1.4.1 Sample piece</text>
</bookmark>
<bookmark index=&apos;9&apos;>
<pageno>6</pageno>
<text>1.4.2 Stress-graded timber</text>
</bookmark>
<bookmark index=&apos;10&apos;>
<pageno>6</pageno>
<text>1.4.3 Test piece</text>
</bookmark>
<bookmark index=&apos;11&apos;>
<pageno>6</pageno>
<text>1.4.4 Depth, d</text>
</bookmark>
<bookmark index=&apos;12&apos;>
<pageno>7</pageno>
<text>1.4.5 Breadth, b</text>
</bookmark>
</bookmark>
<bookmark index=&apos;13&apos;>
<pageno>7</pageno>
<text>1.5 SYMBOLS AND ABBREVIATED TERMS</text>
<bookmark index=&apos;14&apos;>
<pageno>7</pageno>
<text>1.5.1 General notation</text>
</bookmark>
<bookmark index=&apos;15&apos;>
<pageno>8</pageno>
<text>1.5.2 Subscripts</text>
</bookmark>
</bookmark>
</bookmark>
<bookmark index=&apos;16&apos;>
<pageno>9</pageno>
<text>SECTION 2 TEST METHODS</text>
<bookmark index=&apos;17&apos;>
<pageno>9</pageno>
<text>2.1 GENERAL</text>
</bookmark>
<bookmark index=&apos;18&apos;>
<pageno>9</pageno>
<text>2.2 STANDARD TEST CONDITIONS</text>
</bookmark>
<bookmark index=&apos;19&apos;>
<pageno>9</pageno>
<text>2.3 DENSITY</text>
</bookmark>
<bookmark index=&apos;20&apos;>
<pageno>10</pageno>
<text>2.4 BENDING STRENGTH AND APPARENT MODULUS OF ELASTICITY</text>
<bookmark index=&apos;21&apos;>
<pageno>10</pageno>
<text>2.4.1 General</text>
</bookmark>
<bookmark index=&apos;22&apos;>
<pageno>10</pageno>
<text>2.4.2 Apparent modulus of elasticity in bending</text>
</bookmark>
<bookmark index=&apos;23&apos;>
<pageno>11</pageno>
<text>2.4.3 Bending strength</text>
</bookmark>
</bookmark>
<bookmark index=&apos;24&apos;>
<pageno>11</pageno>
<text>2.5 TENSION STRENGTH PARALLEL TO GRAIN</text>
</bookmark>
<bookmark index=&apos;25&apos;>
<pageno>12</pageno>
<text>2.6 COMPRESSION STRENGTH PARALLEL TO GRAIN</text>
</bookmark>
<bookmark index=&apos;26&apos;>
<pageno>12</pageno>
<text>2.7 BEAM SHEAR STRENGTH</text>
</bookmark>
<bookmark index=&apos;27&apos;>
<pageno>13</pageno>
<text>2.8 BEARING STRENGTH PERPENDICULAR TO GRAIN</text>
</bookmark>
<bookmark index=&apos;28&apos;>
<pageno>14</pageno>
<text>2.9 BEARING STRENGTH PARALLEL TO GRAIN</text>
</bookmark>
<bookmark index=&apos;29&apos;>
<pageno>16</pageno>
<text>2.10 MODULUS OF RIGIDITY IN TORSION</text>
</bookmark>
<bookmark index=&apos;30&apos;>
<pageno>16</pageno>
<text>2.11 TEST REPORT</text>
</bookmark>
</bookmark>
<bookmark index=&apos;31&apos;>
<pageno>18</pageno>
<text>APPENDIX A - OTHER TEST METHODS</text>
<bookmark index=&apos;32&apos;>
<pageno>18</pageno>
<text>A1 GENERAL</text>
</bookmark>
<bookmark index=&apos;33&apos;>
<pageno>18</pageno>
<text>A2 TENSION STRENGTH PERPENDICULAR TO GRAIN</text>
</bookmark>
<bookmark index=&apos;34&apos;>
<pageno>19</pageno>
<text>A3 COMPRESSION STRENGTH AND MODULUS OF ELASTICITY PERPENDICULAR TO GRAIN</text>
</bookmark>
<bookmark index=&apos;35&apos;>
<pageno>21</pageno>
<text>A4 SHEAR STRENGTH AT JOINT DETAILS</text>
</bookmark>
</bookmark>
</bookmark>
</bookmarktable>
</toc>

Abstract

Provides requirements for testing rectangular sections of sawn solid timber of commercial structural size to provide data for the determination of characteristic values for structural design. It specifies the test methods only.

Scope

This Standard specifies test methods for measuring the structural properties of rectangular sections sawn solid timber of commercial structural size.
NOTE: The test methods specified in this Standard may be adapted to measure the structural properties of rectangular sections of other structural timber materials and the properties or capacities and rigidities, as appropriate, of non-rectangular sections, such as round timber (or poles) and composite sections such as I-sections.

General Product Information

Document Type Standard
Status Current
Publisher Standards Australia
Committee TM-001
Supersedes
  • DR 08192 CP
  • AS/NZS 4063:1992

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