(0 times Download )
For efficient structural performance, the ratio of span to truss depth should be chosen in the range 10 to 15. The architectural design of the building determines its external geometry and governs the slope(s) given to the top chord of the truss. The intended use of the internal space can lead either to the choice of a horizontal bottom chord, e.g. where conveyors must be hung under the chord, or to an inclined bottom chord, to allow maximum space to be provided.
For an efficient layout of the truss members between the chords, the following is advisable:
Many solutions are available. Choice of members depends on the magnitude of the internal forces, ease of connections between members, aesthetics and any necessity to connect prefabricated truss sections on site. When selecting members, the out-of-plane buckling resistance will be important, together with resistance under reversed loading, for example, uplift.
This structure have the following features:
Building floor plan dimensions: 26.55m x 132.00m long.
Column eave heights: 6.00m
This model was done in Tekla structures 2017,you can download and use it in your projects in Tekla 2017 or newer versions.