The executed design of the 130 m high
aerial tower Schöppingen has a solid
floor, three aerial platforms and a separate
top mast.

• Reinforced concrete foundation as a
  2.8 m thick circular panel with a 16 m
  diameter
• A tapering reinforced concrete shaft
  with a diameter ranging from 7.5 m to
  3.8 m and wall thickness of 45 cm
• Operations floor level made of two
  annular tensioned prestressed concrete
  slabs
• Aerial platforms made of steel truss
  girders
• Structural analysis of the tower shaft
  with deflection theory, taking into
  consideration the tension stiffening
  effect of the concrete