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Structural Steel Frames 291<br />

Rib beams<br />

Universal<br />

column<br />

Steel deck spans<br />

across rib beams<br />

Concrete<br />

floor cast on<br />

steel deck<br />

Spine<br />

beams<br />

Rib beams<br />

Duct for services<br />

between beams<br />

Spine beams<br />

supported by<br />

channel section<br />

brackets welded<br />

to column<br />

Universal column<br />

section<br />

Rib beams support steel<br />

deck and concrete floor<br />

Duct for services<br />

over spine beams<br />

Figure 5.14 Parallel beam structural steel frame.<br />

The parallel beam structural frame may be used, with standard I-section beams and<br />

columns or with hollow rectangular section columns and light section rolled steel sections<br />

or cold-formed strip steel beams and ribs, for smaller buildings supporting moderate floor<br />

loads in which there is a need for provision for the full range of electric and electronic<br />

cables and air conditioning. Although the number of steel sections used for each grid of<br />

the framework in this system is greater than that needed for the conventional steel frame,<br />

there is generally some appreciable saving in the total weight and, therefore, the cost of the<br />

frame, and appreciable saving in the erection time due to the simplicity of connections.<br />

The overall depth of the structural floor is greater than that of a similar conventional<br />

structural steel frame. Services may be housed within the structural depth, rather than<br />

being slung below the structural floor of a conventional frame above a suspended ceiling,<br />

which can help to reduce the overall height of the building for a given clear height between<br />

the finished floor and ceiling level.<br />

Pin-jointed structural steel frames<br />

The shortage of materials and skilled craftsmen that followed the Second World War<br />

encouraged local authorities in the UK to develop systems of building employing standardised<br />

components that culminated in the Consortium of Local Authorities Special Programme<br />

(CLASP) system of building. The early development was carried out by the<br />

Hertfordshire Country Council in 1945 in order to fulfil their school building programme.<br />

A system of prefabricated building components based on a square grid was developed, to<br />

utilise light engineering prefabrication techniques, aimed at economy by mass production

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