Composite Timber Beams
Model to Download
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
- Design of tension, compression, bending, shear, torsion, and combined internal forces
- Consideration of a notch
- Support pressure design for the internal and external supports
- Design of curved and tapered members
- How can I model a timber-concrete composite floor?
- Is it possible to perform design for a timber-concrete composite cross-section?
- How is the coupling between the individual layers controlled in the RF‑LAMINATE add-on module?
- Is it possible to model a semi-rigid composite beam with a line release using members in RFEM?
How do I define a member as a cantilever and not as supported at both ends for serviceability or deflection design?
I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?
- Where can find the option to hide the defined types (for example, design supports or effective lengths)?
- How do I create a user-defined Design Situation with my own chosen load combinations?
- How can I neglect torsion in the steel and timber design?
- How do I perform stability analysis to determine the critical load factor in RFEM 6?
- I would like to export nodal support forces of several load cases, load combinations and result combinations into an Excel spreadsheet in RFEM 6. How should I proceed?