AGAOGLU MY NEWWORK BUILDING / TASARIM PT SLAB / DESIGN / İSTANBUL

Description of the Work:
• Within the scope of the project, 2 storey slabs were designed as hollow core slab with post-tensioning systems.
• Total post-tensioned slab area is 15.200 m².
• Superimposed dead load on slabs is varying between 0,30 t/m² and 1,10 t/m².
• Live Load on slabs is varying between 0,50 t/m² and 0,60 t/m².

Freysaş Mission:
• 60 cm and 80 cm hollow core slab thicknesses were taken into account for the post-tensioning solution.
• 13C15 and 19C15 type Freyssinet anchorages were used within the scope of the project.