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In RFEM 5 and RSTAB 8, it is possible to consider the flexibility of the connection in the individual layers for composed timber sections. 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
Composite Timber Beams
| Number of Nodes | 6 |
| Number of Lines | 3 |
| Number of Members | 3 |
| Number of Surfaces | 0 |
| Number of Solids | 0 |
| Number of Load Cases | 1 |
| Number of Load Combinations | 0 |
| Number of Result Combinations | 0 |
| Total Weight | 0.346 tons |
| Dimensions (Metric) | 5.000 x 4.000 x 0.000 m |
| Dimensions (Imperial) | 16.4 x 13.12 x 0 feet |
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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