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BS 5268-4.2:1990

Superseded

Superseded

View Superseded by

Structural use of timber. Fire resistance of timber structures Recommendations for calculating fire resistance of timber stud walls and joisted floor constructions

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

30-04-1990

Superseded date

30-03-2010

Superseded by

BS EN 1995-1-2:2004

£220.00
Excluding VAT
Summarise this standard

Foreword
Committees responsible
Recommendations
1 Scope
2 Definitions
3 Fire resistance criteria
4 Materials
5 Construction details
6 Calculation method
Appendix
A Worked examples
Tables
1 Internal walls required to provide a fire resistance
    performance of 30:30:30 min. Single leaf walls of
    symmetrical/asymmetrical construction exposed to
    fire from one side at a time
2 Internal walls required to provide a fire resistance
    performance of 60:60:60 min. Single leaf walls of
    symmetrical/asymmetrical construction exposed to
    fire from one side at a time
3 Internal walls required to provide a fire resistance
    performance of 60:60:60 min. Double leaf walls of
    symmetrical/asymmetrical construction exposed to
    fire from either side
4 External walls required to provide a fire resistance
    performance of 30:30:15 min. Single leaf walls of
    symmetrical/asymmetrical construction exposed to
    fire from the inside only
5 External walls required to provide a fire resistance
    performance of 30:30:30 min. Single leaf walls of
    symmetrical/asymmetrical construction exposed to
    fire from one side
6 External walls required to provide a fire resistance
    performance of 60:60:60 min and 60:60:15 min. Single
    leaf walls of symmetrical/asymmetrical construction
    exposed to fire from one side at a time
7 Specification of materials and conditions of fixings
    for walls
8 Timber floors, concealed joists, required to provide
    fire resistance performance of 30:15:15 min and
    30:30:30 min
9 Timber floors, concealed joists, required to provide
    a fire resistance performance of 60:60:60 min
10 Timber floors, exposed joists, required to provide a
    fire resistance performance of 30:30:30 min
11 Specification of materials and conditions of fixing
    for floors
Figures
1 Diagram showing depth x breadth of stud and breadth
    of joist
2 Profiles for tongued and grooved ceiling boards
3 Methods of fixing insulation materials in walls
4 Methods of fixing insulation materials in floors
5 Method of fixing ceiling linings to exposed joists

Extends the code given in Section 4.1 of BS 5268 to include composite timber elements.

Committee
B/525/5
DevelopmentNote
Supersedes 86/14933 DC. (07/2005) Reviewed and confirmed by BSI, November 2007. (10/2007)
DocumentType
Standard
Pages
28
PublisherName
British Standards Institution
Status
Superseded
SupersededBy

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