RDR89
Structural
- Apr 25, 2022
- 70
Hi all, I have an equipment foundation that the contractor wants to embed some conduits in (max. 3" diameter, i.e. OD = 3.5"). I am following general ACI guidelines for putting them in the middle third of the slab, not interfering with the compression area, not putting them on the bottom mat, using 3*d spacing, etc. (although I believe they have removed this specific guidance from ACI 318-14, but did find it in ACI 314). I have perused this forum and found a lot of good threads on conduit placement running horizontally in slabs, however none of these address what happens when the conduits all have to go the same place. It's one thing to have them placed and spaced throughout the slab as ACI recommends, but they all terminate at the same location and I am trying to avoid having them "bunch up" so that there are no honeycombs, no conduits on top of each other, etc. Has anyone run into this problem with conduits all terminating at the same location?
For context, there are (4) 3" conduits and (2) 3/4" conduits total. I haven't run the numbers but I am thinking that the slab would need to be at least 18" to meet the middle third requirement and the 1/4 slab depth requirement for conduit size. The total equipment weight is only around 5000 lb but the equipment is ~87" tall and ~42" wide so there is some wind load to consider.
For context, there are (4) 3" conduits and (2) 3/4" conduits total. I haven't run the numbers but I am thinking that the slab would need to be at least 18" to meet the middle third requirement and the 1/4 slab depth requirement for conduit size. The total equipment weight is only around 5000 lb but the equipment is ~87" tall and ~42" wide so there is some wind load to consider.