Features
An ideal truss is made of members with the nodal connections consisting exclusively of moment hinges; that is, no bending moments are transferred to each other.
Furthermore, the ideal truss is only subjected to concentrated loads on external nodes, so neither shear forces nor bending moments arise from external loads. If this is ensured, only axial forces appear as internal forces.
In reality, there are also bending moments and shear forces in members due to their dead load, of course.
Application
When designing a truss, it is important to ensure that there is no external or internal displacement. A triangle made of trusses is considered to be statically ideal, because it is statically and kinematically determined; that is, stable.
An example of using a truss in practice is a truss girder; see Image 01. Truss girders have the advantage of bridging large spans with relatively little material utilization, such as in the shell structures of logistics halls, or in larger dimensions, such as a railroad bridge.
Trusses are characterized by the members on the top and bottom; that is, the upper and bottom chords, as well as by the connecting vertical and diagonal members, posts, and diagonals. In the case of a truss girder as a single-span girder with loading from above, the bending moment is absorbed by compression in the upper chord and by tension in the bottom chord.
The greater the distance between the upper and bottom chords, the greater the lever arm of this moment and the smaller the compressive and tensile forces in the upper and bottom chords.
Another example that is often used in practice is a lattice tower (see Image 02); for example, the Eiffel Tower in Paris. Even with these three-dimensional frame structures, the focus is on the advantage of saving material as well as planning and building effeciently.
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Trusses in Dlubal Software
In RFEM and RSTAB, Dlubal Software provides you with the opportunity to model and calculate structures such as trusses quickly and intuitively.
Both main programs provide the possibility to model common truss shapes particularly quickly using the model generator.
The RF‑/STEEL EC3 add-on module is ideal for designing individual members of a steel truss.
Furthermore, users of Dlubal Software can opt for the RF‑/TOWER add-on modules for modeling, loading, and designing tower and mast structures.
See Also
- Beam Structure
- Compression Member
- Tension Member
- Mast