ATAKÖY NIVO BUILDING / PT SLAB / İSTANBUL

Description of the Work:
• Cantilever slabs of 11 levels were designed with post-tensioning system.
• Total post-tensioned slab area is 6.800 m². • Cantilever spanning between 4-6.60 m.
• Superimposed dead load on slabs was considered as 0,35 t/m²
• Live load on slabs is varying between 0,20 t/m² and 0,35 t/m²

Freysaş Mission:
• 30 cm cantilever slab thickness was taken into account for the post-tensioning solution
• 5B15 and 19C15 type Freyssinet internal anchorages were used.