r2k
Civil/Environmental
- Jan 30, 2003
- 5
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)