MONO ARCHITECTURE BUILDING / PT SLAB / DESIGN /İSTANBUL

Description of the Work:
• Within the scope of the project, 7 storey slabs were designed with post-tensioning systems.
• Total post-tensioned slab area is 5.520 m².
• Superimposed Dead Load on slabs is varying between 0,12 t/m² and 0,25 t/m².
• Live Load on slabs is varying between 0,35 t/m² and 0,50 t/m².
• Facade load transferred to slabs is 450 kgf/m.

Freysaş Mission:
• 32 cm flat slab thickness was taken into account for the design of post-tensioning system.
• 5B15 and 3B15 type Freyssinet anchorages were used within the scope of the project.