Retrofit Concrete deck slab for shear & flexure
Retrofit Concrete deck slab for shear & flexure
(OP)
Does anyone have ideas for an easy fix to retorfit an existing concrete deck to increase shear and flexure?
I have an 8" thick, conc. deck (floor slab) with #6 bar 7.5" o.c. both ways top and bottom mats (7.5'x 12' spans). In order to operate heavier equipment on the floor slab, it needs to be beefed up. Any ideas?
The support beams are OK. (even with much heavier dead loading for slab)
I have an 8" thick, conc. deck (floor slab) with #6 bar 7.5" o.c. both ways top and bottom mats (7.5'x 12' spans). In order to operate heavier equipment on the floor slab, it needs to be beefed up. Any ideas?
The support beams are OK. (even with much heavier dead loading for slab)






RE: Retrofit Concrete deck slab for shear & flexure
LG
RE: Retrofit Concrete deck slab for shear & flexure
RE: Retrofit Concrete deck slab for shear & flexure
Add bonded topping with additional layer of reinforcing.
Add framing undeneath to create two way slab (6' x 7.5')
RE: Retrofit Concrete deck slab for shear & flexure
RE: Retrofit Concrete deck slab for shear & flexure