- Design of hinged, bending resistant, and semi-rigid connections
- Definition of up to 5 steel plates slotted in timber beams
- Up to 8 members connected to one node
- Thickness of steel plate 5 mm – 40 mm
- All sizes of fasteners
- Automatic check of the minimum distance between fasteners
- Optional free definition of fastener distances
- Definition of asymmetrical fastener arrangements (for example, any polygonal chains)
- Graphical visualization of joints in the add-on module and in RFEM/RSTAB
- All required steel and timber designs, including reduction of cross‑section values
- Design of transversal tension reinforcement (for EN 1995‑1‑1 only)
- Export of the member eccentricities to RFEM/RSTAB to be considered in the determination of internal forces
- Dowel length optionally shorter than cross-section width (for wooden plugs)
- DXF Export of Connection Geometry
- Fire resistance design according to EN 1995‑1‑2
RF‑/JOINTS Timber - Steel to Timber | Features
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