- Reaction score
- 3,010
The present small job is in a unit, one of 40, in a single story Victorian mill.
The construction is cast pillars and beams in a roughly 6 meter grid
I cannot find any evidence of the steel being bonded, the site is huge and it seems unreasonable to spend days sorting this for a few sockets.
Where tested all the steel returns a result of 0.0MOhms (IR 500V) between the test spot and CPC of the incoming distribution circuit, a 5 core 25mm SWA, all parallel paths omitted.
So it is either bonded or Extraneous.
Is there an issue with just running a 25mm bond to the nearest steel, check continuity at various places, and being done.
Or is there a concern, that if the steel is not bonded, that fault currents from elsewhere on site will effectively flow through 'my' DB?
Hope this makes sense.
The construction is cast pillars and beams in a roughly 6 meter grid
I cannot find any evidence of the steel being bonded, the site is huge and it seems unreasonable to spend days sorting this for a few sockets.
Where tested all the steel returns a result of 0.0MOhms (IR 500V) between the test spot and CPC of the incoming distribution circuit, a 5 core 25mm SWA, all parallel paths omitted.
So it is either bonded or Extraneous.
Is there an issue with just running a 25mm bond to the nearest steel, check continuity at various places, and being done.
Or is there a concern, that if the steel is not bonded, that fault currents from elsewhere on site will effectively flow through 'my' DB?
Hope this makes sense.