FINK STEEL TRUSS FULL
FINK STEEL TRUSS SERIES

The balance between minimum weight and minimum cost depends on many conditions: the equipment of the fabrication factory, the local cost of manufacturing the steel unit cost, etc. However, fabrication of a truss is generally more time consuming than for an I beam, even considering that modern fabrication equipment is highly efficient.

FINK STEEL TRUSS FULL

The full use of this advantage is achievable if the height of the truss is not limited by criteria other than the structural efficiency, e.g. This difference is greater for long spans and/or heavy loads. Aspects of truss design for roofs Truss or I beamįor the same steel weight, it is possible to get better performance in terms of resistance and stiffness, with a truss than an I beam. This type of truss is commonly used to construct roofs of relatively short span. There are many ways of arranging and subdividing the chords and internal members. The Fink truss offers economy in terms of steel weight for short-span high-pitched roofs as the members are subdivided into shorter elements. This type of truss is used where uplift loads are predominant, which may be the case in open buildings such as aircraft hangers. An alternative Pratt truss is shown (below right) where the diagonal members are in tension for uplift loads. This type of truss is used where gravity loads are predominant (see below left). In a conventional Pratt truss, diagonal members are in tension for gravity loads. Pratt trusses are commonly used in long span buildings ranging from 20 to 100 m in span. Some of the commonly used types are shown below. Each can vary in overall geometry and in the choice of the individual elements. A wide range of truss forms can be created. Under gravity loads, the top and bottom chords of the truss provide the compression and tension resistance to overall bending, and the bracing resists the shear forces. Trusses comprise assemblies of tension and compression elements. Longitudinal stability is provided by a wind girder in the roof and vertical bracing in the elevations. Bracing in both directions is necessary at the top level of the simple structure it is achieved by means of a longitudinal wind girder which carries the transverse forces due to wind on the side walls to the vertical bracing in the gable walls. In the second case, (right) each truss and the two columns between which it spans, constitute a simple structure the connection between the truss and a column does not resist the global bending moment, and the two column bases are pinned. Loads are applied to the portal structure by purlins and side rails.

FINK STEEL TRUSS SERIES

In the first case (left) the lateral stability of the structure is provided by a series of frames formed from a truss and columns the connections between the truss and the columns provide resistance to a global bending moment. Vertical bracing is generally provided on both elevations. Longitudinal stability provided by transverse wind girder and vertical bracing (green). Lateral stability provided by longitudinal wind girder and vertical bracing in the gables (blue) Longitudinal stability provided by transverse wind girder and vertical cross bracing (blue) Lateral stability provided by columns and truss connected to form a frame. Two types of general arrangement of the structure of a typical single storey building are shown in the figure below. This article focuses on typical single storey industrial buildings, where trusses are widely used to serve two main functions: Trusses are also used to carry heavy loads and are sometimes used as transfer structures. Trusses are used in a broad range of buildings, mainly where there is a requirement for very long spans, such as in airport terminals, aircraft hangers, sports stadia roofs, auditoriums and other leisure buildings. Overview of trusses Use of trusses in buildings

Fink steel truss