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KB 001821 | Defining Rib Widths of Downstand Beams Using Example of Two-Span Beam
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Description
In order to correctly design a beam or T-beam in RFEM 6 and the add-on 'Concrete Design ', it is crucial to determine the' flange widths ' for the rib members. This article describes the input options for a two-span beam and the calculation of the flange dimensions according to EN 1992-1-1.
Keywords
Dlubal Knowledge Base Rib Downstand Beam T-Beam Integration Width Flange Web Span Effective Span of Beams Slab Width Dlubal KB KNOWLEDGE BASE Technical article construction Civil Engineering Structural engineer Structural Design Structural Engineer Structural analysis RFEM 6 RSTAB 9 Dlubal Software
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Design of Ribs, Folded Plate Structures, and Surfaces Using Result Members in RFEM 6
If you want to use a pure surface model, for example, when determining the internal forces and moments, but the structural component is still designed on the member model, you can take advantage of a result beam.
![Spans Based on Figure 5.2 from [1]](/-/media/Images/website/img/030001-040000/039501-039600/039540.png?la=en-US&mlid=4A83E3E6765E4A03BB91F89E22EC5B95&hash=17907DA2051AD3480D768BFAE49472ADF1E66C93)
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