17.03.2014 Views

Download PDF - Kalzip

Download PDF - Kalzip

Download PDF - Kalzip

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Technical information<br />

Hi-Point technical information<br />

Hi-Point can be divided into two categories termed as<br />

‘primary’ and ‘secondary’ frame. The primary frame is classed<br />

as the module structure and the secondary frame includes the<br />

purlins to roof coverings.<br />

The primary frame is manufactured from cold rolled,<br />

lightweight galvanised steel sections in the form of lipped and<br />

open channels. The cold rolled sections are dimensionally<br />

accurate, extremely robust, non-combustible and can be<br />

installed very quickly.<br />

Roof coverings may be either single or double skin and the<br />

type of roof construction will depend on the U-value and any<br />

other client requirements. Hi-Point offers a variety of coverings<br />

including self-supporting and fully supported standing seam,<br />

composite panels, membrane, trapezoidal profiles, metal tiles<br />

and roof preparation for concrete tiles.<br />

Table 1 Typical pitch requirements<br />

Mono-pitch Duo-pitch Barrel vault<br />

Roof<br />

covering Warm Cold Warm Cold Warm Cold<br />

<strong>Kalzip</strong> 1.5° 1.5° 1.5° 1.5°<br />

Traditional metals<br />

5° 5° 5° 5°<br />

Superdeck membrane roof<br />

0.5° X 0.5° X X X<br />

Trapezoidal 5° 5° 5° 5°<br />

Metal tile 15° 15° 15° 15° X X<br />

Concrete tile 22.5° 22.5° 22.5° 22.5° X X<br />

Table 2 Principles of dead load structure<br />

Table 1 shows the typical pitch requirements of the above<br />

mentioned roof coverings.<br />

Dead load structure<br />

The dead weight structure design accommodates both live<br />

and dead loads, which may be uniformly distributed or<br />

concentrated at various locations.<br />

Live loads are non-permanent such as environmental loads<br />

produced by snow and wind. The weight of the temporary<br />

construction materials and occupant floor loads can be<br />

classed as live loads.<br />

Dead loads are the weight of the materials in the structure<br />

itself and any items permanently placed on to it.<br />

The primary frames transmit a series of point loads via the<br />

vertical members onto the load bearing structure below the<br />

frame, as table 2.<br />

Table 3 Design parameters<br />

Load bearing structure<br />

Design parameters - module<br />

Type<br />

of roof Condition Span (m) Angle (°) Height Ht (m)<br />

4.0 30 3.2<br />

Mono-pitch Off-site X

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!