The load-bearing system
A continuous ring beam was positioned along the edge of a tilted cut through a hyperbolic cone, resembling the rim in a bicycle wheel.
The two top cords of the triangulated ring beam follow the surface of the hyperbolic cone. The ring beam is elliptical in plan with spans of 102m in the main axis and 78m in the minor axis.
A 42.5m long kingpost was arranged in the tilted axle in the bicycle wheel. Two radial layers of cables connect the top and bottom of the kingpost with the ring beam. The top layer ridge and the valley cables create the folded surface of the roof. The bottom layer of the cables, the kingpost cables, suspends the kingpost over the plaza.
The whole system is prestressed to stabilise the surface created out of cables, fabric and glass. The ring beam is supported vertically at seven points on the top of the roofs of the buildings surrounding the plaza. Horizontally, the support configuration is structurally determined to avoid locking any forces from the roof acting into the buildings or vice versa.