BS 5649-7:1985
Superseded
View Superseded by
Lighting columns Method for verification of structural design by calculation
Hardcopy , PDF
English
08-30-1985
08-15-2006
Foreword
Committees responsible
Method
1 Scope
2 Definitions
3 Symbols
4 Basis of calculations
5 Strength requirements (ultimate limit state)
6 Deflection requirements (serviceability limit state)
7 Permissible modifications to verified column
Tables
1 Partial load factors, gamma f
2 Partial material factors, gamma m
Figures
1 Values of factor phi 1
2 Closed regular cross sections of metal lighting
columns
3 Values of factor phi 5
4 Unreinforced door openings in metal lighting columns
5 Cross sections of reinforced door openings in metal
lighting columns
6 Elevation of reinforced door openings in metal
lighting columns
7 Values of factor phi 7
8 Cross sections of concrete lighting columns
Calculation of the adequacy of a column on limit state principles by comparison of factored load effects with the relevant resistance of the structure.
| Committee |
B/509
|
| DevelopmentNote |
Supersedes BS 1308(1970), BS 1840(1960) and BS 3989(1966) (07/2004) Supersedes 77/10155 DC (08/2005)
|
| DocumentType |
Standard
|
| Pages |
24
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
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