Why should you try Torsional Warping (7 DOF) for RFEM 6?

Why should you try Torsional Warping (7 DOF) for #RFEM 6❓

✅ Consideration of the 7th degree of freedom directly in the RFEM/RSTAB model
✅ No need to define the equivalent spring stiffness or support conditions for a separated structural system
✅ Determination of critical load factors and mode shapes for lateral-torsional buckling (in combination with the Structure Stability add-on)
✅ Structural calculation according to geometrically linear, second-order, and large deformation analysis
✅ Possible to consider imperfections and stiffness reduction
✅ Using internal forces from the calculation with warping torsion in the design add-ons

👉 Try it out❕