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Structural Steel Frames 289<br />

A disadvantage of this layout is that the increased span of main beams requires an<br />

increase in their depths so that they will project below the underside of the secondary<br />

beams. Heating, ventilating and electrical services, which are suspended and run below the<br />

main beams, are usually hidden above a suspended ceiling. The consequence is that the<br />

requirement for comparatively unobstructed floor space causes an increase in the overall<br />

height of a building because of the increase in depth of floor from floor finish to suspended<br />

ceiling at each floor level. Where there is a requirement for a large floor area unobstructed<br />

by columns, either a deep long-span solid web beam, a deep lattice girder or Vierendeel<br />

girders are used.<br />

The advantage of using deep lattice girders or Vierendeel girders is that they may be<br />

designed so that their depth occupies the height of a floor and does not, therefore, increase<br />

the overall height of construction. The Vierendeel girder illustrated in Figure 5.12 is fabricated<br />

from mild steel plates, angles, channels and beam sections, which are cut and welded<br />

together to form an open web beam. The advantage of the open web form is that it can<br />

accommodate both windows externally and door openings internally, unlike the diagonals<br />

of a lattice girder of the same depth. The solid parts of the web of this girder are located<br />

under the columns they are designed to support. The specialist fabrication of this girder<br />

together with the cost of transporting and hoisting into position involves considerable cost.<br />

The conventional structural steel frame comprises continuous columns which support<br />

short lengths of beam that are supported on shelf angles bolted to the columns. Where<br />

there is a requirement, for example, for the structural frame to overhang a pavement, the<br />

frame has to be cantilevered out, as illustrated in Figure 5.13. To support the columns on<br />

the external face of the cantilever, it is necessary to use shorter lengths of the main external<br />

Structural steel frame<br />

Figure 5.12 Vierendeel girder.<br />

Vierendeel girder in<br />

depth of first floor<br />

supports frame above

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