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#113755 09/27/02 08:06 PM
Joined: Oct 2000
Posts: 3,682
Likes: 3
Admin Offline OP
[Linked Image]
I just ran across this picture on my computer that someone sent me a while back of a local building project. This was not one of my company's projects so I don't know much about it but think it is a rather impressive amount of under floor conduit for one building.

Curt (caselec)

[This message has been edited by Webmaster (edited 09-27-2002).]

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#113756 09/27/02 10:47 PM
Joined: Apr 2002
Posts: 53
Where's the mouse?

Gotta find that mouse!

#113757 09/28/02 08:42 PM
Joined: Apr 2002
Posts: 558
If it doesn't come out in the right place you've got big problems!

Curt Swartz
#113758 09/28/02 10:42 PM
Joined: May 2002
Posts: 132
Holy S%$T!! That brings a tear to my eye. It looks pretty hot to be doing large pipe on racks in the sun. Whoever layed that out is a GOD! Great work!!

[This message has been edited by elektrikguy (edited 09-28-2002).]

[This message has been edited by elektrikguy (edited 09-29-2002).]

#113759 09/29/02 11:54 PM
Joined: May 2001
Posts: 552
No need for rebar in that slab [Linked Image]

#113760 09/30/02 10:47 PM
Joined: Apr 2002
Posts: 197
Gwz Offline
Looks somewhat like some steel mills of yester-year except we used RMC, this looks to be EMT.
If so, is corrosion protection to be applied? 358.10(B).

Do question 310.15(B)(2)(b). Hard to tell from this picture.

[This message has been edited by Gwz (edited 09-30-2002).]

#113761 10/05/02 11:17 AM
Joined: Aug 2002
Posts: 141
Any ampacity derating required here?

#113762 10/11/02 11:15 PM
Joined: Jul 2002
Posts: 8,443
Likes: 3
Nothing like a well done rigid conduit installation, everything is so neatly done.

#113763 10/12/02 08:24 AM
Joined: Jan 2002
Posts: 1,457
Oh did we mention we need a plug over there?? [Linked Image]

#113764 10/14/02 07:15 AM
Joined: Mar 2001
Posts: 2,056
Is there any issue with the diminished strength of the structure due to the conduits displacing what would otherwise be concrete?

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