top of page

Renault Tirloni & C.

tirloni.png

Static testing during construction and final

The planned works concern the seismic adaptation interventions of two existing buildings in metal carpentry with a roof defined by lattice beams.

 

The adaptation of the existing carpentry was pursued by inserting braces with reinforcement of the foundation works, as well as the sectional increase of various metal carpentry profiles.

 

Construction of two new single-storey buildings; both buildings were made of metal carpentry with spans of approximately 12 metres, spans crossed by lattice girders in order to contain the weight of the structural works.

Location : Viale Ripamonti Milan, Italy

 

Surface area : 550 m²

 

Activity performed : static tester during construction and final with review of stability calculations

tirloni2.png
bottom of page