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 03/22/2022
  • Number of Nodes 6
  • Number of Members 3
  • Number of Load Cases 1
  • Total Weight 0.293 t
  • Dimensions 17,94 x 1,53 x 14,66 feet
  • Program Version 8.25.01.158239

Disclaimer

Models to Download

This structural analysis model available for download may be used for learning or testing purposes. There is no guarantee or liability for the accuracy or completeness of the model.
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