Development of the sandwich-panel crossing

On the object the design of the deformation shape in the iron-beton assumes the possibility of the movement of one of the balls relative to the column, the second ball is fixed without the possibility of the movement. The same situation occurs with a metallic stable specialty - a stable hardly connected with the g.b. The column belongs to a single deformation block.
It was developed a coat of sandwich panels on one column and further implemented.
#Sandwich panel with mineral watt filling (120kg/m3) density.
Panel thickness 200mm.
Step column 8000mm.
Height of the building 10.5m.