- Design of the following Sikla joints:
- Brackets of type AK and TKO
- End plates of type STA, WBD, and WD
- Interaction of internal forces
- Considering Eccentricities
- Determination of nonlinear spring constants
- Automatic check of connection geometry
- Check of connected girder cross‑sections
- Documentation of available loading and comparison with resistances
- Results of design ratio for each individual joint
- Automatic determination of governing internal forces for several load cases and connection nodes
RF-/JOINTS Steel - SIKLA | Features
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