The net structure is symmetrical and regular. Each bar and each node are therefore generally identical. Furthermore, the bars have now been arranged tangentially rather than radially in plan. This leads to greater visibility of the timber structure and, above all, to better utilization of space. The vertical loads of the floor beams are simply transferred to a plug-in system via contact pressure. In the area of the taper of the vase, the deflection forces occurring there are transferred via threaded rods and glued-in pipe connectors.