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 — and installs a continuous cold bridge through an otherwise insulating frame, typically raising effective frame U-values from 1.3–1.7 to 1.5–2.1 W/m²·K.
