BS 5400-5:2005

Superseded

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STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 5: CODE OF PRACTICE FOR THE DESIGN OF COMPOSITE BRIDGES

Available format(s)

Hardcopy , PDF

Superseded date

30-03-2010

Language(s)

English

Published date

01-01-2005

Publisher

British Standards Institution

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	BS EN 1994-2:2005
Supersedes	BS 5400-5:1979

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