bigmig
Structural
- Aug 8, 2008
- 401
I have a project where a client wants to hang some new equipment from an existing post tension concrete system.
In one area the system is a flat slab. In another area it is a Tee type system. The proposed equipment is
replacing equipment of idential weight.
We want to make sure we don't drill through post tension tendons in the event we have add some more attachements.
We do not have any access to the slab ends and don't have any clue if the tendons run in the perpendicular or parallel direction.
Has anyone used either X ray or Metal Detecting equipment to find post tension tendons in slab systems like this?
The slabs can only be accessed from below (they have a roof surface over them).
Thank you.
In one area the system is a flat slab. In another area it is a Tee type system. The proposed equipment is
replacing equipment of idential weight.
We want to make sure we don't drill through post tension tendons in the event we have add some more attachements.
We do not have any access to the slab ends and don't have any clue if the tendons run in the perpendicular or parallel direction.
Has anyone used either X ray or Metal Detecting equipment to find post tension tendons in slab systems like this?
The slabs can only be accessed from below (they have a roof surface over them).
Thank you.