One Berrini Tower


height 164 metres
prestressed flat roofs with 12 meter span prestressed main beams as 2-field girders with subsequent bond, with spans up to 25 meters
wind load computation by tests in the wind tunnel at the ipt Institudo de Pesquisas Tecnológicas, São Paulo
verification of building stability at the total model (not across individual walls)
highly filigree and complex building structure with four basement storeys as underground car park


bw-engineers Member Company: Reck & Gass


Structural Engineering
Checking Engineer