slab type-P.T or conventional?
slab type-P.T or conventional?
(OP)
Under what circumstances is it appropriate/efficient to use post-tensioning versus conventional reinforced concrete slab? Specifically, I am designing a building with column spacing of either 15'-27'-15' in one direction and 29'-0" spans in the other direction. We can not have beams due headroom clearance issue. Should this be designed as one way? Thanks.





RE: slab type-P.T or conventional?
RE: slab type-P.T or conventional?
RE: slab type-P.T or conventional?
It is a two slab supported on discrete columns from your description! That makes it two way!
RE: slab type-P.T or conventional?
It generally goes to the project manager and quantity surveyor to establish the cheaper ($$) floor system.
RE: slab type-P.T or conventional?
decorative concrete kansas city
RE: slab type-P.T or conventional?