Cantilever slab connections serve for the minimisation of thermal bridges on façade-penetrating components.
Wall panels can be thermally separated with joint widths of 60 mm to 120 mm and must be dimensioned detached from the building as a general rule as a vertical cantilever.
Dead weight, additional loads from bearings and wind loads are influential factors.
Vertical moments and horizontal and vertical shear forces must be shown as resulting forces.
Possible horizontal moments (not shown) must also be taken into account.