Reinforcement for Initial Stresses in Post Tensioned Slabs

[ron9876]

With two way PT slabs-when the initial tensile stress exceeds the maximum should the reinforcement be placed at columns or spread across the trib width?

 

[BAretired]

rapt,

That is an unfortunate limitation of ACI318.

http://books.google.co.uk/books?id=...age&q=partial prestressing flat slabs&f=false

BA