The building extends over 8000 m², divided into 4 levels with a central patio providing maximum natural light. The facades of the last two levels are cantilevered and recovered by large console beams. A steel frame is linked to the concrete structure. A JD runs through the building due to its dimensions.
As the project is located in seismic zone 2, a seismic analysis of the project was carried out, taking into account the elastic stiffnesses for the pile modelling.
The building is subject to several types of loads that sometimes have to be combined: seismic loads, rolling loads from heavy traffic, accidental underwater loads and high water underpressure loads.
Advance Design allows us to deal with common problems that we deal with on several projects such as :