3483x
000612
2021-02-26

Considering the Joint Slip in Parametric Timber Cross-Sections

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 factor takes into account a reduction of the parallel axis theorem components of the cross‑section parts from which an effective bending stiffness results.

In addition, it is possible to assign different materials to the individual cross‑section. To do this, select the option "Hybrid", then select one of these materials as reference material to determine the ideal cross‑section properties.


Author

Mr. Rehm is responsible for developing products for timber structures, and he provides technical support for customers.

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