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MILAN

Diamond Tower

Architectural design:

Jacobs and Kohn Pedersen & Fox

Structural design:

Arup (Executive Plan), Redesco Progetti (Building), MZA (Steel systems & steel-core interaction analysis)

Description:

A 147-meters tall building with a central core and external skeleton constructed using S460 steel members. Butt-plated column splices are characterised by a max design axial capacity at ultimate limit state of 2400 tons/column

Period of construction:

2008-2012