Steel-to-timber joints are there at the moment only for the check of steel plates and determination of force vectors in fasteners. Gusset plates can be applied as either enclosed or inserted.
The material properties of timber are not specified. The checks of fasteners and the timber should be performed manually or in another software according to appropriate design rules. Therefore, stiffness analysis is not available.
The check of any other components of steel connections are code checked as usual.