Hi ,
Please help me to sort out this issue.
Actually, I am modeling an underground rectangular water tank of 13m x 10m with top slab on it .
Top slab is supported on side walls and intermediate beams in between the slab.
After assigning all the loads, analysis done. Top slab is behaving as a whole without considering the intermediate beams.(i.e. slab is spanning for whole length )
Hence the slab thickness arrived was very huge.
Please help me to sort out this issue.
regards
Varunkumar P