Composite Timber Beams

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Description

In RFEM 5 and RSTAB 8, it is possible to consider the flexibility of the connections at composed timber sections in the individual layers. This is achieved by entering the reduction factor gamma determined using the ‘gamma method’, for example, according to EN 1995‑1‑1 (Annex B) or DIN 1052:2008 (8.6.2).

This is demonstrated by applying this model.

Model Used in

Keywords

Composite timber cross-sections Flexibility Gamma method Composite beam

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  • Views 481x
  • Downloads 45x
  • Updated 22 March 2022
  • Number of Nodes 6
  • Number of Members 3
  • Number of Load Cases 1
  • Total Weight 0.293 t
  • Dimensions 5.467 x 0.467 x 4.467 m
  • Program Version 8.25.01.158239

Disclaimer

Models to Download

You can download this structural model to use it for training purposes or for your projects. However, we do not assume any guarantee or liability for the accuracy or completeness of the model.
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