• BS 5400-6:1980

    Superseded A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.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 Specification for materials and workmanship, steel

    Available format(s):  Hardcopy

    Superseded date:  15-03-1999

    Language(s):  English

    Published date:  31-03-1980

    Publisher:  British Standards Institution

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

    1. Scope
    2. References
    3. Materials
    3.1 Structural steels
    3.1.1 Structural steels complying with the
            requirements of BS 4360
    3.1.2 Structural steels complying with the
            requirements of other specifications
    3.1.3 Notch toughness
    3.1.4 Laminar defects
    3.1.5 Marking
    3.1.6 Manufacturer's certificate
    3.1.7 Minimum thickness of plates
    3.1.8 Hot rolled sections
    3.2 Rivet steels
    3.3 Steel for shear connectors
    3.4 Bolts, nuts and washers
    3.4.1 Structural steel bolts and nuts
    3.4.2 Plain and taper washers
    3.4.3 High strength friction grip bolts, nuts and
            washers
    3.5 Welding consumables
    3.6 Rolled steel pins
    3.7 Steel castings and cast steel pins
    3.8 Steel forgings and forged steel pins
    3.9 Stainless steel
    3.10 Cast iron
    3.10.1 Grey cast iron
    3.10.2 Malleable cast iron
    3.10.3 Spheroidal or nodular cast iron
    4. Workmanship
    4.1 Interchangeability of parts
    4.2 Fabrication tolerances
    4.2.1 General
    4.2.2 Rolled and built-up sections
    4.2.3 Flatness of machined bearing surface
    4.2.4 Alignment at splices and butt joints
    4.3 Preparation of edges, ends and surfaces
    4.3.1 Edges
    4.3.2 Ends
    4.3.3 Flame cutting and shearing
    4.3.4 Machining at butted joints
    4.3.5 Treatment of outside arises
    4.3.6 Contact surfaces for high strength friction
            grip bolted connections
    4.4 Bolts, nuts and washers
    4.4.1 Black bolts
    4.4.2 Countersunk bolts
    4.4.3 Close tolerance bolts
    4.4.4 Turned barrel bolts
    4.4.5 High strength friction grip bolts, nuts and
            washers
    4.4.6 Washers
    4.5 Holes for rivets and bolts
    4.5.1 Holes for rivets, countersunk bolts and black
            bolts (excluding close tolerance and turned
            barrel bolts)
    4.5.2 Holes for close tolerance bolts and turned
            barrel bolts
    4.5.3 Holes for high strength friction grip bolts
    4.6 Rivets and riveting
    4.7 Welding
    4.7.1 Welding of structural steels
    4.7.2 Welding of steel castings
    4.7.3 Welding, flame cutting and shearing procedure
            trials
    4.7.4. Stud shear connectors: welding and procedure
            trials
    4.8 Bending and pressing
    4.9 Straightening and flattening
    4.10 Forging
    4.11 Tie rods
    4.12 Parallel barrel drifts
    4.13 Pins and pin holes
    4.14 Camber
    4.15 Marking for erection
    4.16 Rectification of surface defects and edge
          laminations
    5. Inspection and testing
    5.1 General
    5.2 Testing of structural steel
    5.2.1 General
    5.2.2 Quality grading
    5.3 Surface defects and edge laminations
    5.4 Procedure trials
    5.4.1 Testing of welding for structural steels
    5.4.2 Testing of welding for cast steel
    5.4.3 Testing of flame cut and sheared edges
    5.4.4 Stud shear connectors
    5.5 Production tests
    5.5.1 Destructive testing of welding for structural
            steel
    5.5.2 Non-destructive testing of welding for
            structural steel
    5.5.3 Testing of welding for cast steel
    5.5.4 Stud shear connectors
    5.6 Checking of deviations in rolled and built-up
          sections
    5.6.1 Checking requirements
    5.6.2 Support during inspection
    5.6.3 Equipment
    5.6.4 Gauge length
    5.6.5 Checking stages
    5.6.6 Non-compliance and rejection
    5.7 Checking of alignment at joints
    5.8 Inspection and testing of rivets
    5.9 Temporary erection at contractor's works
    6. Handling, transport and erection
    6.1 Handling and stacking
    6.2 Packing for transport
    6.3 Erection
    6.3.1 General
    6.3.2 Site connections
    6.3.3 Service bolts
    6.3.4 Drifts
    7. Supply, measurement and weighing
    7.1 Computed weights
    7.2 Weighbridge weights
    7.3 Numbers of site rivets, bolts and nuts and service
          bolts
    Appendix
    A. Steel rivets
    Tables
    1. Performance requirements for structural steels
    2. Requirements for high strength friction grip bolts
    3. Heat affected zone test requirements for notch
         ductility in transverse butt welds
    4. Tolerance checking requirements
    5. Tolerances
    Figures
    1. Rivet bend test
    2. Rivet flattening test
    3. Test specimens for Charpy V-notch impact tests,
         T-butt weld, showing reorientation of plate
    4. Test specimens for Charpy V-notch impact tests,
         corner butt weld, showing reorientation of plate
    5. Test specimens for Charpy V-notch impact tests in
         the fusion boundary region of the HAZ, showing
         reorientation of plate
    Guidance clauses
    3. Materials
    4. Workmanship
    5. Inspection and testing
    Clauses requiring the attention of the Engineer

    Abstract - (Show below) - (Hide below)

    Specifies materials, workmanship, handling and erection for the construction of steel bridges in the UK.

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

    Committee B/525/10
    Development Note REPLACES PARTS 1 & 2, 3A AND 3B & 4 OF BS 153. BS DRAFT 93/110589 DC REFERS TO AMD. BS DRAFT 96/103555 DC REFERS TO AMD 2
    Document Type Standard
    Publisher British Standards Institution
    Status Superseded
    Superseded By
    Supersedes

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

    PD 6493:1991 Guidance on methods for assessing the acceptability of flaws in fusion welded structures
    BS 6779-1:1998 Highway parapets for bridges and other structures Specification for vehicle containment parapets of metal construction
    BS 7818:1995 Specification for pedestrian restraint systems in metal
    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 5400-1:1988 STEEL, CONCRETE AND COMPOSITE BRIDGES - GENERAL STATEMENT

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

    BS 5400-9.2:1983 STEEL, CONCRETE AND COMPOSITE BRIDGES - BRIDGE BEARINGS - SPECIFICATION FOR MATERIALS, MANUFACTURE AND INSTALLATION OF BRIDGE BEARINGS
    BS DD21(1972) : LATEST QUALITY GRADING OF STEEL PLATE FROM 12mm TO 150mm THICK BY MEANS OF ULTRA SONIC TESTING
    BS 5400-3:1982 Steel, concrete and composite bridges Code of practice for design of steel bridges
    BS 5400-10(1980) : 1980 STEEL CONCRETE AND COMPOSITE BRIDGES - PART 10: CODE OF PRACTICE FOR FATIGUE
    BS 5400-9.1(1983) : 1983 STEEL, CONCRETE AND COMPOSITE BRIDGES - PART 9: BRIDGE BEARINGS - SECTION 9.1: CODE OF PRACTICE FOR DESIGN OF BRIDGE BEARINGS
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