TECHNICAL NOTES
Jan 1, 2001

Heat Transfer in Fire across a Wall in Shallow Floor Structure

Publication: Journal of Structural Engineering
Volume 127, Issue 1

Abstract

Shallow floor structures have good inherent fire resistance. With no added protection to the steel section, their fire resistance rating is 1 h. However, when the bottom plate of such sections is exposed directly to fire, heat can be transferred along the steel to adjacent compartments. If the steel is also bare in the adjacent compartments, its temperature will increase. The extent of such a temperature increase is the subject of the present work. Computer modeling based on heat transfer theories has shown that without protection the temperature in bare steel sections in compartments adjacent to the fire may rise significantly to unacceptable levels. With some minimal fire protection for sections near the wall, any temperature rise is much reduced. Therefore, although shallow floor construction does not normally need fire protection, partial shielding at compartment corners is still required. The analysis is based on a previously developed heat transfer model.

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References

1.
Bailey, C. G. ( 1996). “Fire resistance of asymmetric slim floor beams.” Document No. 607, The Steel Construction Institute, Ascot, U.K.
2.
British Standards Institution (BSI). ( 1987). “Fire tests on building materials and structures. Part 20: Method of determination of the fire resistance of elements of construction (general principles).” BS 476, London.
3.
Lawson, R. M., Mullett, D. L., and Rackham, J. W. ( 1997). Design of asymmetric Slimflor beams using deep composite decking, The Steel Construction Institute, Ascot, U.K.
4.
Mullett, D. L. ( 1992). Slim floor design and construction, The Steel Construction Institute, Ascot, U.K.
5.
Mullett, D. L., and Lawson, R. M. ( 1993). Slim floor construction using deep decking, The Steel Construction Institute, Ascot, U.K.
6.
Newman, G. M. ( 1995). “Fire resistance of slim floor beams.” J. Constr. Steel Res., 33(1–2), 87–100.
7.
Wainman, D. E. ( 1993). BS 476: Part 21 fire resistance tests—summary of data obtained during tests on flange plated slim floor beams, British Steel Technical Swinden Laboratories, Rotherham, U.K.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 127Issue 1January 2001
Pages: 89 - 91

History

Received: Apr 6, 1998
Published online: Jan 1, 2001
Published in print: Jan 2001

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Authors

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Wei Sha
Univ. Reader, School of Civ. Engrg., Queen's Univ. of Belfast, Belfast BT7 1NN, U.K.

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