Skip to main content

AS 1720.4-2006 Timber structures, Part 4: Fire resistance for structural adequacy of timber members

Standards Australia

Version:  Second Edition 2006.  (Available Superseded)
error_outline
You are currently viewing a preview version of this resource. Sign in or subscribe for full access.
Publication date
25-07-2006
Pages
20
Current status
Available Superseded
Document Number
1720
Description

The objective of this Standard is to provide a computational method for determining the fire resistance for structural adequacy of solid, plywood, laminated veneer lumber (LVL), and glued-laminated structural timber members as an alternative to the test method specified in AS 1530.4.

This revision extends the scope to cover the fire resistance level (FRL) for plywood and laminated veneer lumber (LVL) and clarifies that the FRL specified in this Standard is for the purpose of structural adequacy only.

This Standard forms Part 4 of the AS 1720 series, as follows:

AS
1720 Timber structures
1720.1 Part 1: Design methods
1720.2 Part 2: Timber properties
1720.4 Part 4: Fire resistance for structural adequacy of timber members (this Standard)

The term ‘informative’ has been used in this Standard to define the application of the appendix to which it applies. An ‘informative’ appendix is only for information and guidance.

Originated as AS 1720.4-1990. Second edition 2006.

Scope

This Standard provides a computational method for determining the fire resistance for structural adequacy of solid, plywood, laminated veneer lumber (LVL), and glued-laminated structural timber members as an alternative to the test specified in AS 1530.4.

This Standard also provides methods for protecting metal connectors from the effects of fire.

NOTES:
1: This Standard is not relevant to the determination of the early fire hazard properties of materials for which a method of assessment is given in AS/NZS 1530.3.
2: This Standard is not relevant to structural accreditation through furnace testing for which the appropriate Standard is AS 1530.4.

Contents:

Section 1: Scope And General
Section 2: Design Method 2.1 General
Section 3: Assessment Of Joints With Metal Connectors
Appendix A: List Of Informative And Related Documents

Committee

Timber Structures.

A3P; Association of Consulting Engineers Australia; Australian Building Codes Board; Australian Timber Importers’ Federation; Australian Wood Panels Association; Building Research Association of New Zealand; CSIRO Manufacturing and Infrastructure Technology; Curtin University of Technology; Engineers Australia; Master Builders Australia; Monash University; New Zealand Forest Industries Council; New Zealand Timber Industry Federation; Plywood Association of Australasia; Scion; Timber Queensland; University of Canterbury New Zealand; University of Technology, Sydney.

ISBN
0 7337 7640 X
Attribution
Standards Australia 2006.
Licence
© All Rights Reserved
NSW
VIC
QLD
NT
WA
ACT
TAS
SA
Sector
Residential
Civil
Commercial
Industrial
AS 1720.4-2006 Timber structures, Part 4: Fire resistance for structural adequacy of timber members 2006 cover