The steel bridge problem
uPVC sash and mullion profiles above roughly 1.2 m span deflect beyond code limits under glass dead load and wind load, so system houses insert U-shaped or rectangular galvanized steel into the hollow chamber. The steel restores stiffness but also adds a continuous cold bridge through an otherwise insulating frame, which raises the frame U-value (Uf). The size of that penalty depends on the profile and is shown by the system's Uf calculation to EN ISO 10077-2.
