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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 />

38 Single-storey buildings<br />

Energy meters should be provided to ensure that comparisons of energy consumption<br />

can be made with those forecast at design stage. These meters in turn will<br />

provide any new owner/tenant with detailed information on which to base future<br />

energy forecasts.<br />

The cladding has also to withstand the applied loads of snow, wind, and foot traffic<br />

during fixing and maintenance. It must also provide the necessary lateral stability<br />

to the supporting purlin and siderail systems. Occasionally it will form part of the<br />

lateral stability of the structure in the form of a stressed-skin diaphragm, mentioned<br />

above.<br />

1.4.8.7 Cladding systems<br />

A variety of systems is available to suit environmental and financial constraints. The<br />

most common are listed below.<br />

Single-skin trapezoidal roofing<br />

This was widely used in the past with plasterboard or similar material as the lining<br />

material, and fibreglass insulation in the sandwich. The construction is susceptible<br />

to the plasterboard becoming damp due to condensation. An alternative is the use<br />

of rigid insulation boards, which are impervious to damp, supported on tee bars<br />

between the purlins. Unless the joints are sealed, which is difficult to achieve, condensation<br />

is likely to form. Although inexpensive, this type is therefore limited in<br />

its applicability.<br />

The minimum slope is governed by the need to provide watertight joints and<br />

fasteners. If manufacturers’ instructions on the use of sealants and stitching to<br />

laps are rigorously followed, this type can be used down to slopes of approximately<br />

4°.<br />

Double-shell roof construction<br />

In this form of construction the plasterboard has been replaced by a steel liner sheet<br />

of 0.4 mm thickness with some stiffening corrugations. The lining is first installed<br />

and fastened to the purlins, followed by the spacing Zeds, insulation and outer sheet.<br />

The liner tray is not designed to take full wind and erection loads, and therefore<br />

large areas should not be erected in advance of the outer skin. The liner tray is normally<br />

supplied in white polyester finish, providing a pleasing internal finish. The<br />

weatherproofing criteria are the same as for single-skin systems and generally the<br />

minimum slope is 4°. Differing thicknesses of insulation are accommodated by<br />

varying spacer depths. The norm is 80 mm of fibreglass giving a nominal U value of<br />

0.44 W/m 2 °C.

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