• BS 5400-9.1(1983) : 1983

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

    STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 9: BRIDGE BEARINGS - SECTION 9.1: CODE OF PRACTICE FOR DESIGN OF BRIDGE BEARINGS

    Available format(s):  Hardcopy, PDF

    Superseded date:  28-07-2004

    Language(s):  English

    Published date:  01-01-1983

    Publisher:  British Standards Institution

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    Table of Contents - (Show below) - (Hide below)

    Cooperating organizations
    Foreword
    1 Scope
    2 References
    3 Definitions and symbols
        3.1 Definitions
        3.2 Symbols
    4 Function of bearings
    5 Design considerations
        5.1 General
        5.2 Limit state requirements
              5.2.1 Serviceability limit state
              5.2.2 Ultimate limit state
        5.3 Design life
        5.4 Provision for resetting and replacement
        5.5 Provision for handling
        5.6 Access
        5.7 Durability
        5.8 Movement restraint
        5.9 Uplift
        5.10 Outer bearing plates or spreader plates
        5.11 Use of different types of bearings
        5.12 Positioning of bearings
        5.13 Effects of variations within tolerances
        5.14 Loads and load effects
              5.14.1 General
              5.14.2 Loading resulting from resistance to movement
              5.14.3 Restraints against translation
        5.15 Movements
              5.15.1 General
              5.15.2 Effects on other parts of the structure
              5.15.3 Movement indicators
        5.16 Materials
        5.17 Bearing schedule
    6 Particular recommendations for roller and rocker
        bearings
        6.1 General
              6.1.1 Function
              6.1.2 Curved surfaces
              6.1.3 Surfaces in contact
              6.1.4 Length of rollers
              6.1.5 Guidance of rollers
              6.1.6 Prevention of sliding
        6.2 Allowable loads on steel and cast iron roller and
              rocker bearings
              6.2.1 Design limit state
              6.2.2 Cylinder on curved surface
              6.2.3 Cylinder on flat surface
              6.2.4 Sphere in spherical seating
              6.2.5 Sphere on flat surface
        6.3 Flat-sided rollers
        6.4 Non-cylindrical rollers
        6.5 Multiple rollers
    7 Particular recommendations for knuckle and leaf
        bearings
        7.1 General
              7.1.1 Function
              7.1.2 Curved surfaces
              7.1.3 Mating surfaces
              7.1.4 Separation of parts
        7.2 Pins
        7.3 Allowable bearing pressures for knuckle and leaf
              bearings
              7.3.1 Design limit state
              7.3.2 Bearing pressures
    8 Particular recommendations for plane sliding bearings
        8.1 Function
        8.2 Sliding surfaces
        8.3 Arrangement of sliding surfaces
        8.4 Prevention of rotation
    9 Particular recommendations for sliding elements with
        PTFE
        9.1 Surfaces mating with PTFE
        9.2 Location of PTFE
              9.2.1 General
              9.2.2 Confined PTFE
              9.2.3 Bonded PTFE
        9.3 Allowable sliding bearing pressures for pure PTFE
              9.3.1 Design limit state
              9.3.2 Maximum sliding contact pressures
              9.3.3 Contact area
        9.4 Thickness of stainless steel sliding surfaces
        9.5 Fixing of stainless steel sheet
              9.5.1 General
              9.5.2 Attachment by welding
              9.5.3 Attachment by fasteners
    10 Particular recommendations for elastomeric bearings
        10.1 General
              10.1.1 Function
              10.1.2 Basis of design
              10.1.3 Design recommendations
              10.1.4 Design limit state
        10.2 Shear strain
        10.3 Shape factor
              10.3.1 General
              10.3.2 Plain pad bearings
              10.3.3 Strip bearings
              10.3.4 Laminated bearings
        10.4 Moduli of elastomer
        10.5 Design pressure on plain pad and strip bearings
        10.6 Maximum design strain in laminated bearings
        10.7 Reinforcing plate thickness
        10.8 Stability
              10.8.1 Plain pad and strip bearings
              10.8.2 Laminated bearings
        10.9 Vertical deflection
              10.9.1 General
              10.9.2 Plainpad bearings
              10.9.3 Strip bearings
              10.9.4 Laminated bearings
        10.10 Rotational limitation
              10.10.1 Plain pad and laminated bearings
              10.10.2 Strip bearings
        10.11 Fixing of bearings
    11 Particular recommendations for pot bearings
        11.1 Function
        11.2 Design
        11.3 Rotation
        11.4 Seal
    12 Particular recommendations for guides
        12.1 Function
        12.2 Sliding surfaces for guides
              12.2.1 PTFE facing
              12.2.2 Unfaced surfaces
        12.3 Allowable bearing pressures on guides
              12.3.1 PTFE
              12.3.2 Bronze
    Appendix A Typical bridge bearing schedule
    Publications referred to

    Abstract - (Show below) - (Hide below)

    Provides recommendations for the design and performance of the most common types of bridge bearings.

    General Product Information - (Show below) - (Hide below)

    Committee CSB/30
    Development Note Supersedes 80/10184 DC. (08/2005)
    Document Type Standard
    Publisher British Standards Institution
    Status Superseded
    Superseded By

    Standards Referenced By This Book - (Show below) - (Hide below)

    BS 5400-4:1984 Steel, concrete and composite bridges Code of practice for design of concrete bridges
    BS 5400-2:2006 STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 2: SPECIFICATION FOR LOADS
    BS 6177:1982 Guide to selection and use of elastomeric bearings for vibration isolation of buildings
    04/30071550 DC : DRAFT JUNE 2004 BS 5400-2 - STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 2: SPECIFICATION FOR LOADS
    BS 5400-6:1980 Steel, concrete and composite bridges Specification for materials and workmanship, steel
    BS 5400-5:1979 Steel, concrete and composite bridges Code of practice for design of composite bridges
    BS 5400-1:1978 Steel, concrete and composite bridges General statement
    BS 5400-4:1990 STEEL, CONCRETE AND COMPOSITE BRIDGES - CODE OF PRACTICE FOR DESIGN OF CONCRETE BRIDGES
    BS 5400-1:1988 STEEL, CONCRETE AND COMPOSITE BRIDGES - GENERAL STATEMENT

    Standards Referencing This Book - (Show below) - (Hide below)

    BS 5400-5:1979 Steel, concrete and composite bridges Code of practice for design of composite bridges
    BS 5400-9.2:1983 STEEL, CONCRETE AND COMPOSITE BRIDGES - BRIDGE BEARINGS - SPECIFICATION FOR MATERIALS, MANUFACTURE AND INSTALLATION OF BRIDGE BEARINGS
    BS 5400-2:1978 Steel, concrete and composite bridges Specification for loads
    BS 2789:1985 Specification for spheroidal graphite or nodular graphite cast iron
    BS 240-1:1962 Method for Brinell hardness test Testing of metals
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