BS 5400-5:2005
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 5: CODE OF PRACTICE FOR THE DESIGN OF COMPOSITE BRIDGES
Hardcopy , PDF
03-30-2010
English
01-01-2005
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Committees responsible
Foreword
1 Scope
2 Normative references
3 Definitions
4 General design principles
4.1 Design philosophy
4.2 Material properties
4.3 Limit state requirements
5 Design and detailing of the superstructure for the
serviceability limit state
5.1 Analysis of structure
5.2 Analysis of sections
5.3 Longitudinal shear
5.4 Temperature effects and shrinkage modified by creep
5.5 Deflections
6 Design and detailing of superstructure for the ultimate
limit state
6.1 Analysis of structure
6.2 Analysis of sections
6.3 Longitudinal shear
7 Composite box girders
7.1 General
7.2 Effective span
7.3 Effective breadth
7.4 Distribution of bending moments and vertical shear
forces
7.5 Longitudinal shear
7.6 Torsion
7.7 Composite plate
8 Cased beams and filler beam construction
8.1 General
8.2 Limit state requirements
8.3 Analysis of structure
8.4 Analysis of sections
8.5 Longitudinal shear
8.6 Temperature and shrinkage effects
8.7 Control of cracking
8.8 Design and construction
9 Permanent formwork
9.1 General
9.2 Materials
9.3 Structural participation
9.4 Temporary construction loading
9.5 Design
9.6 Special provisions for precast concrete or composite
precast concrete permanent formwork
10 Use of friction grip bolts as shear connectors in composite
beams
10.1 General
10.2 Design criteria: static loading
10.3 Fatigue
10.4 Other considerations
11 Composite columns
11.1 General
11.2 Moments and forces in columns
11.3 Analysis of column cross-section
12 Influence of method of construction on design
12.1 Sequence of construction
12.2 Permanent formwork
13 Prestressing in composite construction
13.1 General
13.2 Methods of prestressing
13.3 Limit state requirements
13.4 Prestressing the steel beam
13.5 Stress limitations in concrete at transfer
13.6 Loss of prestress
Annex A (normative) Formulae and tables for the design of
composite columns
A.1 Coefficient K[1]
A.2 Coefficient K[2]
A.3 Coefficient K[3]
A.4 Ultimate moment of resistance, M[u], of composite
columns
Gives recommendations for the design of bridges that use rolled or fabricated steel sections, cased or uncased, and filler beam systems.
| Committee |
B/525/10
|
| DevelopmentNote |
Supersedes 05/30125587 DC and BS 5400-5(1979). (11/2005)
|
| DocumentType |
Standard
|
| Pages |
56
|
| PublisherName |
British Standards Institution
|
| Status |
Superseded
|
| SupersededBy | |
| Supersedes |
| BS 4604-1:1970 | SPECIFICATION FOR THE USE OF HIGH STRENGTH FRICTION GRIP BOLTS IN STRUCTURAL STEELWORK METRIC SERIES - PART 1: GENERAL GRADE |
| BS 4395-1:1969 | Specification for high strength friction grip bolts and associated nuts and washers for structural engineering General grade |
| BS EN 10025-1:2004 | Hot rolled products of structural steels General technical delivery conditions |
| BS 5400-2:1978 | Steel, concrete and composite bridges Specification for loads |
| BS EN 1994-1-1:2004 | Eurocode 4. Design of composite steel and concrete structures General rules and rules for buildings |
| BS 5400-10(1980) : 1980 | STEEL CONCRETE AND COMPOSITE BRIDGES - PART 10: CODE OF PRACTICE FOR FATIGUE |
| BS 5400-7:1978 | STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 7: SPECIFICATION FOR MATERIALS AND WORKMANSHIP, CONCRETE, REINFORCEMENT AND PRESTRESSING TENDONS |
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