Is it possible to automatically consider the system strength coefficient ksys or the coefficient for considering the local load concentration km,loc in the cross-laminated timber design with RF‑LAMINATE?
In the case of the serviceability limit state design (for example, of a steel beam), the precamber is not taken into account. Is this a program error or is my entry incorrect?
The dimensioning in the graphical display in the RX‑TIMBER printout report is very confusing, depending on the structure. Is is possible to optimize it?
There is a note in the RF‑/JOINTS Timber - Steel to Timber add-on module saying that the member length is too short. What is the minimum length, and how can I avoid the problem?
Why is the shear stiffness reduced to 10% in the RF‑LAMINATE add-on module as well as for the orthotropic material model in RFEM for the shear modulus Gyz? I think the shear stiffness in the shear plane Gxy would have to be reduced here?