steve1
Structural
- Jul 25, 2001
- 261
I am a structural engineer who has been tasked with designing a slab on grade that will support a piece of mechanical equipment along with a pipe anchor. The mechanical enginer has stated that the anchor will support carbon steel pipe on one side and a flexible pipe on the other. The purpose of this anchor will be to protect the equipment from being loaded by the pipe reactions.
My question is: Is this an acceptable way to do this?
My question is: Is this an acceptable way to do this?