New building (BM50) with 7 floors and of 60.000 mc above ground in concrete and one level underground, with concrete slabs. Restoration of other two existing building.

Technical interface with Jacobs France, author of the design, to approve my Excel spreadsheet to calculate deflections of concrete slabs according to French Code. Calculation of the rebars for punching complicated by the presence of numerous holes close to the columns. Search of the best position for construction joints. Site Supervisor.

Calculation done with French code BAEL 91 Rev. 99.

www.ch-valence.fr

 

Customer: CGM Milan