BS 5400-6:1999:2002 Edition
$127.42
Steel, concrete and composite bridges – Specification for materials and workmanship, steel
| Published By | Publication Date | Number of Pages |
| BSI | 2002 | 46 |
PDF Catalog
| PDF Pages | PDF Title |
|---|---|
| 1 | BRITISH STANDARD |
| 2 | Committees responsible for this British Standard |
| 3 | Contents |
| 7 | 1 Scope 2 Normative references 3 Materials 3.1 Structural steels Table 1 – Performance requirements for structural steels |
| 8 | 3.2 Rivet steels 3.3 Steel for shear connectors 3.4 Bolts, nuts and washers |
| 9 | Table 2 – Matching structural bolts and nuts 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 |
| 10 | 4 Workmanship 4.1 Interchangeability of parts 4.2 Fabrication tolerances 4.3 Preparation of edges, ends and surfaces |
| 11 | 4.4 Bolts, nuts and washers Table 3 – Requirements for high strength friction grip bolts |
| 12 | 4.5 Holes for rivets and bolts 4.6 Rivets and riveting |
| 13 | 4.7 Welding |
| 14 | 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 |
| 15 | 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 5.3 Surface defects and edge laminations |
| 16 | 5.4 Procedure trials |
| 17 | Table 4 – Heat affected zone test requirements for notch ductility in transverse butt welds 5.5 Production tests |
| 19 | Figure 1 – Definition of zones and weld orientations |
| 20 | Table 5 – Examination levels to be used in the ultrasonic inspection of welds |
| 23 | Table 6 – Acceptance limits for embedded discontinuities in welds |
| 24 | Figure 2 – Dimensions of discontinuities |
| 25 | Figure 3 – Zones in joints having to comply with |
| 26 | 5.6 Checking of deviations in rolled and built�up sections Table 7 – Tolerance checking requirements |
| 27 | 5.7 Checking of alignment at joints 5.8 Inspection and testing of rivets |
| 28 | 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 |
| 29 | 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 |
| 30 | Table 8 – Tolerances |
| 31 | Table 8 – Tolerances (continued) |
| 32 | Table 8 – Tolerances (continued) |
| 33 | Table 8 – Tolerances (continued) |
| 34 | Annex A Steel rivets A.1 Material A.1.1 Requirements A.1.2 Tensile test A.1.3 Additional tests A.2 Tests on manufactured rivets A.2.1 Bend test A.2.2 Flattening test |
| 35 | Figure A.1 – Rivet bend test Figure A.2 – Rivet flattening test A.2.3 Retests A.2.4 Reheat treatment A.3 Marking |
| 36 | Annex B Guidance clauses 3 Materials 3.1 Structural steels |
| 37 | 3.9 Stainless steel 3.10.2 Malleable cast iron 4 Workmanship 4.2 Fabrication tolerances 4.2.2 Rolled and built up sections 4.2.3 Flatness of a machined bearing surface 4.3.3 Flame cutting and shearing 4.3.6 Contact surfaces for high strength friction grip bolted connections 4.7.1 Welding of structural steels 4.7.3 Welding, flame cutting and shearing procedure trials 4.7.5 Repair of unacceptable weld discontinuities |
| 38 | 4.10 Forging 5 Inspection and testing 5.2.1 General |
| 39 | 5.5.2 Non destructive testing of welds in and attached to principal structural steelwork |
| 40 | Figure B.1 – Test specimens for Charpy V notch impact tests, T butt weld, showing reorientation of plate Figure B.2 – Test specimens for Charpy V notch impact tests, corner butt weld, showing reorientation of plate |
| 41 | Figure B.3 – Test specimens for Charpy V notch impact tests in the fusion boundary region of the HAZ, showing … |
