Hey all,
On a set of existing drawings I am looking at they have a floor callup of "12" Steel Florefyle + 2" concrete". I'm not familar with this, but it appears to be a concrete beam formed with hy-rib steel pans.
Is anyone familiar or have design documents for these? I am trying to assess anchoring to the side of the beam to support some piping.
Building is from 1921.
Edit: I could have sworn there was a similar thread for this not too long ago, but I can't find it.
On a set of existing drawings I am looking at they have a floor callup of "12" Steel Florefyle + 2" concrete". I'm not familar with this, but it appears to be a concrete beam formed with hy-rib steel pans.
Is anyone familiar or have design documents for these? I am trying to assess anchoring to the side of the beam to support some piping.
Building is from 1921.
Edit: I could have sworn there was a similar thread for this not too long ago, but I can't find it.
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