Single Bay Slab Design ?
Single Bay Slab Design ?
(OP)
I'm an EIT with a question about the structural design of an elevated slab supported on each corner by columns. I've been reading literature on two way slab design but it seems like all of the information is tailored towards multiple span slabs(DDM, EFM): what about flat plates with only one bay?
Is there another way I should be looking at this? For reference we are detailing a small, square (4ft), elevated slab to sit on four square columns in each corner.
The slab will support a chemical day tank.
Any input helps, thanks!
Is there another way I should be looking at this? For reference we are detailing a small, square (4ft), elevated slab to sit on four square columns in each corner.
The slab will support a chemical day tank.
Any input helps, thanks!






RE: Single Bay Slab Design ?
RE: Single Bay Slab Design ?
RE: Single Bay Slab Design ?