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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) 40 Single-storey buildings Both standing seam and traditional trapezoidal forms are available with the same slope restrictions as non-composite forms. A particular advantage is the erectability of the panels, which is a one-pass operation and, therefore, a rapid process. This is combined with inherent robustness and walkability. Since the integrity of the panel is important, and it is difficult to inspect the foam and its adhesion once manufactured, quality control of the materials and manufacturing environment in terms of temperature and dust control is vital. Reputable manufacturers should, therefore, be specified and their manufacturing methods ascertained. External firewall Where buildings are close to the site boundary the Building Regulations require that the construction is such that reasonable steps are taken to prevent fire spreading to adjacent property. It has been demonstrated by tests that walls of double-skin steel construction with fibreglass or mineral wool insulation can achieve a four hour fire rating. The siderails and fixings require special details which were included in the test arrangements of the particular manufacturer and it is important that these are followed closely. They include such things as providing slotted holes to allow expansion of the rails rather than induce buckling, which may allow gaps to open in the sheeting at joints. References to Chapter 1 1. Horridge, J.F. (1985) Design of Industrial Buildings. Civil Engineering Steel Supplement, November. 2. British Standards Institution (1998) Part 3: Code of practice for imposed roof loads. BS 6399. BSI, London. 3. British Standards Institution (1997) Part 2: Code of practice for wind loads. BS 6399. BSI, London. 4. British Standards Institution (2000) Part 1: Code of practice for design – Rolled and welded sections. BS 5950. BSI, London. 5. King C.M. (2001) In-plane Stability of Portal Frames to BS 5950-1 : 2000. (SCI-P292) The Steel Construction Institute, Ascot. 6. British Standards Institution (1998) Part 5: Code of practice for design of cold formed thin gauge sections. BS 5950. BSI, London.
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) References 41 7. Davies J.M. & Raven G.K. (1986) Design of cold formed purlins. Thin Walled Metal Structures in Buildings, pp. 151–60. IABSE Colloquium, Zurich, Switzerland. 8. The Building Regulations (2002) Part L: Conservation of Fuel and Power. HMSO, London.
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