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CATEGORY WINNER<br />

STEEL AWARDS 2010<br />

WINNER: LIGHT<br />

STEEL FRAME<br />

BUILDING<br />

Sponsored by the NJR Steel<br />

ZAMBESI RETAIL<br />

MALL EXTENSIONS<br />

The main contractor confirms:<br />

“this project could not have been<br />

completed in any other way – the low<br />

mass and excellent acoustic<br />

insulation made <strong>light</strong> <strong>steel</strong> framing<br />

the only possible solution.”<br />

64 Steel Construction Vol. 34 No. 5 September 2010<br />

During the past two years <strong>light</strong> <strong>steel</strong> <strong>frame</strong> <strong>building</strong> has come to the fore and was<br />

showcased in Steel Awards 2008 and 2009. In both instances the prizes went to<br />

houses. The construction industry has, however, since discovered that this form of<br />

construction can be used for many other applications as seen in many of the 2010<br />

LSFB entries.<br />

One of these applications, used to great effect, was the extension of a shopping<br />

mall. Lightweight <strong>steel</strong>’s long roof span capabilities as well as its use in the<br />

construction of high walls for the cinema walls including the internal walls with<br />

their exacting acoustic requirements just showed the potential of LSFB. The winner<br />

in the <strong>light</strong> <strong>steel</strong> <strong>frame</strong> category – the Zambezi Mall – is a good example of this<br />

application.<br />

THE LIGHTWEIGHT STEEL ROOF STRUCTURE<br />

At the time this roof was supplied and erected, it was the biggest <strong>light</strong>weight <strong>steel</strong><br />

roof in South Africa: A total of 7 700m2 including overhangs. The sheer size of this<br />

roof and the three separate roofs spanning between 7.5m up to a maximum of<br />

30m clear covering an area of 7 200m2 already make this an interesting project.<br />

The northern portion of the roof had to cover a cinema area, and was supported<br />

on 12m high concrete columns along the northern edge. The columns were fixed<br />

to the concrete supporting slab and columns below. The columns were stabilised<br />

by applying a 5kN tensioning force through the tie beams of each of the <strong>light</strong>weight<br />

<strong>steel</strong> trusses.

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