Post tension concrete slabs typically of 200 mm thickness spanning 7.50 meters two way slabs on cast at site columns and raft foundation project design based on ACI , IBC and ASCE documents
the structure falls into SDC ( B ) where all seismic and wind loads have been applied to structure and their effect on the post tension slabs included into design
project originally designed using Ribbed slabs system , where a reduction of the project cumulative cost for materials only around 3.50 millions SR
project completed in 6 months
