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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) Further reading for Chapter 2 Brett P. & Rushton J. (1990) Parallel beam approach – a design guide. The Steel Construction Institute, Ascot, Berks. Couchman G.H. (1997) Design of semi-continuous braced frames. The Steel Construction Institute, Ascot, Berks. Hensman J.S. & Way A.G.J. (2000) Wind-moment design of unbraced composite frames. The Steel Construction Institute, Ascot, Berks. Lawson R.M. & Rackham J.W. (1989) Design of haunched composite beams in buildings. The Steel Construction Institute, Ascot, Berks. Lawson R.M. & McConnel R. (1993) Design of stub girders. The Steel Construction Institute, Ascot, Berks. Lawson R.M., Mullett D.L. & Rackham J.W. (1997) Design of asymmetric Slimflor beams using deep composite decking. The Steel Construction Institute, Ascot, Berks. Lawson et al. (2002) Design of FABSEC Beams in Non-Composite Applications (Including Fire). The Steel Construction Institute, Ascot, Berks. Mullett D.L. (1992) Slim floor design and construction. The Steel Construction Institute, Ascot, Berks. Mullett D.L. (1998) Composite Floor Systems. Blackwell Science. Mullett D.L. & Lawson R.M. (1999) Design of Slimflor fabricated beams using deep composite decking. The Steel Construction Institute, Ascot, Berks. Narayanan R., Roberts T.M. & Naji F.J. (1994). Design guide for steel–concrete–steel sandwich construction – Volume 1: General principles and rules for basic elements. The Steel Construction Institute, Ascot, Berks. Owens G.W. (1989) Design of fabricated composite beams in buildings. The Steel Construction Institute, Ascot, Berks. Salter P.R., Couchman G.H. & Anderson D. (1999) Wind-moment design of low rise frames. The Steel Construction Institute, Ascot, Berks. Skidmore, Owings & Merrill (1992) Design of composite trusses. The Steel Construction Institute, Ascot, Berks. Slimdek ® Manual (2001) Corus Construction Centre, Scunthorpe, Lincs. Ward J.K. (1990) Design of composite and non-composite cellular beams. The Steel Construction Institute, Ascot, Berks. Yandzio E. & Gough M. (1999) Protection of buildings against explosions. The Steel Construction Institute, Ascot, Berks. A worked example follows which is relevant to Chapter 2. Further reading 77
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) 78 Worked example Corus Construction Centre www.corusconstruction.com Building geometry Subject Chapter ref. MULTI-STOREY DESIGN EXAMPLE Design code Made by PEP Sheet no. BS 5950: Part 1: 2000 Checked by TRM Typical Floor Plan 2 1 Vertical bracing Typical arrangementof stair tower Building use: Office building with basement car parking and high-level plant room. Imposed loading for office floors exceeds minimum statutory loading given in BS 6399-1: 1996 at client’s request. This design example illustrates the design of elements in the braced towers provided in four corners of the building to achieve lateral stability. The floor plate is generally 130 mm lightweight aggregate concrete on metal decking that acts compositely with the decking and floor beams and is assumed to provide diaphragm action. Fire protection is achieved with a sprayed intumescent coating. Alternatively, fire protection could be removed from a number of beams by adopting the fire safe design approach outlined in Chapter 34.
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