Description of the intervention:
Study for the construction of a sports facility hosting tennis courts, consisting of main arches and secondary structures. Metal braces are inserted between the arches to provide lateral stability and limit movement. Given the geometry, the foundation system was designed with inverted beams with a rectangular section, in order to be able to discharge on the ground a pressure compatible with the design deformations. The sizing load for these structures, even considering the relatively modest permanent loads, is certainly that due to wind pressure.
Wood, steel, reinforced concrete
Structure for tennis courts
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