shacked
Structural
- Aug 6, 2007
- 169
We have a very large hillside shoring project where we are utilizing permanent shoring consisting of W30x173 steel piles placed inside caissons drilled at 10ft O.C. and a shotcrete wall placed in between the steel wide flanges and a shotcrete wall running between the caissons & wide flanges. On the tension face of the wall the horizontals are #5 @ 10" o.c. & will be ran through the web of the wide flange columns.
The contractor asked if he could cut the holes through the web with a torch instead of drilling. I realize that this could be weakening the surrounding steel web due to the torches heat around the holes, but I am just not sure about this.
Does anyone have any experience with this for shoring.
The contractor asked if he could cut the holes through the web with a torch instead of drilling. I realize that this could be weakening the surrounding steel web due to the torches heat around the holes, but I am just not sure about this.
Does anyone have any experience with this for shoring.