I am designing a Post Tensioned Slab On Grade for the first time. As an
example I am following the manual writen by PTI entitled "Design and
construction of Post-Tensioned Slabs-On-Ground". The example and the manual
does a great job in explaining how to design a PT s.o.g. with perimiter
loaded slabs. The mention very little about interior loads from columns and
from interior bearing walls.
My question to the PT SOG experts are, how do I handle the interior loads on
my Slab on Grade? I have currently split up my slab into rectangular
sections, but there are some areas I have interior columns and intrior
thanks for any advice on this matter.
Marlou B. Rodriguez