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Steel Designers Manual - TheBestFriend.org

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This material is copyright - all rights reserved. Reproduced under licence from The <strong>Steel</strong> Construction Institute on 12/2/2007<br />

To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.<strong>org</strong>/<br />

<strong>Steel</strong> <strong>Designers</strong>' <strong>Manual</strong> - 6th Edition (2003)<br />

2. The <strong>Steel</strong> Construction Institute (SCI) (2001) <strong>Steel</strong>work Design Guide to BS<br />

5950: Part 1: 2000, Vol. 1, Section Properties, Member Capacities, 6th edn. SCI,<br />

Ascot, Berks.<br />

3. Johnson R.P. & Buckby R.J. (1979) Composite Structures of <strong>Steel</strong> and Concrete,<br />

Vol. 2: Bridges with a Commentary on BS 5400: Part 5, 1st edn. Granada, London.<br />

(2nd edn, 1986).<br />

4. Woodcock S.T. & Kitipornchai S. (1987) Survey of deflection limits for portal<br />

frames in Australia. J. Construct. <strong>Steel</strong> Research, 7, No. 6, 399–418.<br />

5. Nethercot D.A., Salter P. & Malik A. (1989) Design of Members Subject to<br />

Bending and Torsion. The <strong>Steel</strong> Construction Institute, Ascot, Berks (SCI Publication<br />

057).<br />

6. Dux P.F. & Kitipornchai S. (1986) Elastic buckling strength of braced beams.<br />

<strong>Steel</strong> Construction, (AISC), 20, No. 1, May.<br />

7. Trahair N.S. & Nethercot D.A. (1984) Bracing requirements in thin-walled structures.<br />

In Developments in Thin-Walled Structures – 2 (Ed. by J. Rhodes & A.C.<br />

Walker), pp. 93–130. Elsevier Applied Science Publishers, Barking, Essex.<br />

8. Nethercot D.A. & Lawson R.M. (1992) Lateral stability of steel beams and<br />

columns – common cases of restraint. SCI Publication 093. The <strong>Steel</strong> Construction<br />

Institute, Ascot, Berks.<br />

9. Brown B.A. (1988) The requirements for restraints in plastic design to BS 5950.<br />

<strong>Steel</strong> Construction Today, 2, No. 6, Dec., 184–6.<br />

10. Horne M.R. (1964) Safe loads on I-section columns in structures designed by<br />

plastic theory. Proc. Instn. Civ. Engrs, 29, Sept., 137–50.<br />

11. Raven G.K. (1987) The benefits of tapered beams in the design development of<br />

modern commercial buildings. <strong>Steel</strong> Construction Today, 1, No. 1, Feb., 17–25.<br />

12. Owens G.W. (1987) Structural forms for long span commercial building and<br />

associated research needs. In <strong>Steel</strong> Structures, Advances, Design and Construction<br />

(Ed. by R. Narayanan), pp. 306–319. Elsevier Applied Science Publishers,<br />

Barking, Essex.<br />

13. Knowles P.R. (1985) Design of Castellated Beams for use with BS 5950 and BS<br />

449. Constrado.<br />

14. Constrado (1977) Holes in Beam Webs: Allowable Stress Design. Constrado.<br />

15. Lawson R.M. (1987) Design for Openings in the Webs of Composite Beams.<br />

CIRIA Special Publication S1 and SCI Publication 068. CIRIA/<strong>Steel</strong> Construction<br />

Institute.<br />

16. Redwood R.G. & Choo S.H. (1987) Design tools for steel beams with web openings.<br />

In: Composite <strong>Steel</strong> Structures, Advances, Design and Construction (Ed. by<br />

R. Narayanan), pp. 75–83. Elsevier Applied Science Publishers, Barking, Essex.<br />

A series of worked examples follows which are relevant to Chapter 16.<br />

References 461

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