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AS 1720.4-2006 Timber structures Fire resistance for structural adequacy of timber members

Abbreviation
AS 1720.4-2006
Valid from
25/07/2006

Information provider
SAI Global
Author
Standards Australia
Information type
Australian Standard
Format
PDF, Hard copy


Description

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.

For assistance with locating previous versions, please contact the information provider.
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For assistance with locating previous versions, please contact the information provider.
This resource is cited by:

AS 1720.4-2006 Timber structures Fire resistance for structural adequacy of timber members

This document is CITED BY:

AS 1720.4-2006 Timber structures Fire resistance for structural adequacy of timber members

Description

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.

View on Information Provider website
AS 1720.4-2006 Timber structures Fire resistance for structural adequacy of timber members
Description

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.

View on Information Provider website
This resource does not cite any other resources.

AS 1720.4-2006 Timber structures Fire resistance for structural adequacy of timber members

This resource does not CITE any other resources.
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