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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 4.2 Welds Capacities of longitudinal and transverse fillet welds per unit length are tabulated. The weld capacities are given by: Longitudinal shear capacity, PL = pwa 6.8.7.3 Transverse capacity, PT = Kpwa where pw is the weld design strength Table 37 a is the throat thickness, taken as 0.7 ¥ the leg length K is the enhancement factor for transverse welds. 6.8.7.3 The plates are assumed to be at 90° and therefore K = 1.25. Electrode classifications of E35 and E42 are assumed for steel grade S275 and S355 respectively. Welding consumables are in accordance with BS EN 440, [17] BS EN 449, [18] BS EN 756, [19] BS EN 758, [20] or BS EN 1668 [21] as appropriate. Table 37 References to explanatory notes References 1163 1. British Standards Institution BS 5950 Structural use of steelwork in building. BS 5950-1: 2000 Code of Practice for design – Rolled and welded sections. BS 5950-2: 2000 Specification for materials, fabrication and erection: Rolled and welded sections. 2. British Standards Institution BS EN 10025: 1993 Hot-rolled products of non-alloy structural steels. Technical delivery conditions (including amendment 1995). 3. British Standards Institution BS EN 10113 Hot-rolled products in weldable fine grain structural steels. BS EN 10113-1: 1993 General delivery conditions (replaces BS 4360: 1990). 4. British Standards Institution BS 4 Structural steel sections. BS 4-1: 1993 Specification for hot rolled sections (including amendment 2001). 5. British Standards Institution BS EN 10034: 1993 Structural steel I and H sections. Tolerances on shape and dimensions (replaces BS 4-1: 1980). 6. British Standards Institution BS EN 10024: 1995 Hot rolled taper flange I sections. Tolerances on shape and dimensions. 7. British Standards Institution BS EN 10279: 2002 Hot-rolled steel channels. Tolerances on shape, dimension and mass (including amendment 1, amendment 2: 200).
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) 1164 References 8. British Standards Institution BS EN 10056 Specification for structural steel equal and unequal angles. BS EN 10056-1: 1999 Dimensions (replaces BS 4848-4: 1972). BS EN 10056-2: 1999 Tolerances on shape and dimensions (replaces BS 4848-4: 1972). 9. British Standards Institution BS EN 10210 Hot-finished structural hollow sections of non-alloy and fine grain structural steels. BS EN 10210-1: 1994 Technical delivery requirements (replaces BS 4360: 1990). BS EN 10210-2: 1997 Tolerances, dimensions and sectional properties (replaces BS 4848-2: 1991). 10. British Standards Institution BS EN 10219 Cold-formed welded structural sections of non-alloy and fine grain steels. BS EN 10219-1: 1997 Technical delivery requirements. BS EN 10219-2: 1997 Tolerances and sectional properties (replaces BS 6363: 1983). 11. Structural sections to BS 4: Part 1: 1963 and BS EN 10056: 1999 Corus Construction and Industrial Sections, 03/2001 12. Nethercot D.A., Salter P.R. & Malik A.S. (1989) Design of members subject to combined bending and torsion (SCI-P057) The Steel Construction Institute, Ascot, Berks. 13. British Standards Institution BS 4190: 2001 ISO metric black hexagon bolts, screws and nuts – Specification. 14. British Standards Institution BS 4395 Specification for high strength friction grip bolts and associated nuts and washers for structural engineering. BS 4395-1: 1969 General grade (including amendments 1, amendments 2: 1997). BS 4395-2: 1969 Higher grade bolts and nuts and general grade washers (including amendment 1, amendment 2: 1976). 15. British Standards Institution BS 4604 Specification for the use of high strength friction grip bolts in structural steelwork. Metric series. BS 4604-1: 1970 General grade (including amendment 1, amendment 2, and amendment 3: 1982). BS 4604-2: 1970 – High grade (parallel shank) (including amendment 1, amendment 2: 1972). 16. British Standards Institution BS 4933: 1973 Specification for ISO metric black cup and countersunk head bolts and screws with hexagon nuts. 17. British Standards Institution BS EN 440: 1995 Welding consumables. Wire electrodes and deposits for gas shielded metal are welding of non-alloy and fine grain steels. Classification. 18. British Standards Institution BS EN 499: 1995 Welding consumables. Covered electrodes for manual metal are welding of non-alloy and fine grain. Classification.
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