02-11-2012, 07:22 AM
I need a filler slab reinforcement design, and though I have been working on filler slab construction for a long time, now 17 years, my knowledge has come from the writings of Laurie Baker, and often my understanding of the negative reinforcement issue leaves much to be desired.
I urgently need the negative reinforcement details for the main bars spacing of 300 mm and the distribution bars spacing of 450 mm.
Should I use 8 mm rebars as the bottom grid material in both directions? Or will 6 mm steel be used for distribution?
For the negative reinforcement, should I use L/4 or L/3 as top?
Ranjit Sinha
sinha.r47[at]gmail.com
Phone: 9431483710