Answer:
The determination of the cross-section properties and the design are carried out with the "γ method". This only considers the flexibility of fasteners and not the shear deformation of partial members. Thus, it only applies to the structural components where the shear deformations of the individual members are negligible. By clicking OK, the shear deformations are not taken into account and the calculation is possible.
Question
I recently installed the latest RSTAB version on my computer. Why do I get a message when calculating hybrid timber composite cross-sections?
;