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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 />

pressure level is high enough to provide sufficient driving force to draw air in and<br />

out of the building.<br />

It may be necessary to add an atrium to an existing building if the shape of the<br />

building is outside the limits for cross ventilation (15 m deep).This allows for natural<br />

ventilation to all areas, improved natural light penetration and beneficial effects on<br />

internal circulation.<br />

5.5.4.4 Smoke<br />

Smoke control can require a large space at the top of the atrium to act as a smoke<br />

reservoir. This reduces the amount of smoke moving into upper floors and allows<br />

for full evacuation of the building. Extraction of toxic gases can be by means of<br />

mechanical and/or natural vents located at the top of the atrium. Smoke venting via<br />

the atrium can be achieved by taking advantage of the strong buoyancy of smoke,<br />

but the use of channelling screens may be necessary. For instance, automatic window<br />

or curtain closing on the atrium perimeter can be used as a screen mechanism.<br />

References to Chapter 5<br />

References 219<br />

1. British Standards Institution (1986) Lattice towers and masts. Part 1: Code of<br />

practice for loading. BS 8100, BSI, London.<br />

2. British Standards Institution (1972) Loading. Chapter V: Part 2: Wind loads.<br />

CP3, BSI, London.<br />

3. Construction Industry Research and Information Association (CIRIA) (1980)<br />

Wind Engineering in the Eighties. CIRIA Conference Report 12/13 Nov.<br />

4. Engineering Sciences Data Unit. Wind engineering sub-series (4 volumes).<br />

ESDU International, London.<br />

5. Vickery B.J. & Basu R.I. (1983) Across wind vibrations of structures of circular<br />

cross section. Journal of Wind Engineering and Industrial Aerodynamics, 12,<br />

49–97.<br />

6. International Association for Shell and Spatial Structures (IASS) (1981) IASS<br />

Recommendations for Guyed Masts. IASS, Madrid.<br />

7. Nooshin H. & Disney P. (1989) Elements of Formian. Proceedings of 4th Intl<br />

Conf. Civ. and Struct. Engng Computing (Ed. by H. Nooshin), pp. 528–32.<br />

University of Surrey, Guildford, UK.<br />

8. Parke G.A.R. (1990) Collapse analysis and design of double-layer grids. In<br />

Studies in Space Structures (Ed. by H. Nooshin), pp. 153–79. Multi-Science<br />

Publishers.<br />

9. G<strong>org</strong>olewski M.T., Grubb P.J. & Lawson R.M. (2001) Modular Construction<br />

using light steel framing: Design of residential buildings. SCI-P302. The <strong>Steel</strong><br />

Construction Institute, Ascot, Berks.

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