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ackbarthestar

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I've just got back from looking at a job. He requires 6 3-phase machines installed throughout a workshop to supplement the 4 other machines. Very straightforward, until I saw the internal structure. Steel framed building with, what looks like, asbestos panels on the walls and ceiling / roof. Then each of the original machines are fed via Galv 20mm2 floor conduits, surface mounted with surface mounted 3-phase sockets !

Besides dropping some studding and running 50mm2 trunking to unistrut poles with isolators etc . What should I do about the original floor conduits ?
 
Very shiny conduits then, and maybe somewhat not as circular as when installed...lol!!

Now, where's that company designated safety officer?? Maybe in hospital with a cracked head, or broken leg from tripping over them there conduits...lol!!


:iamwithstupid:
 
E54, that's precisely what I thought.

I would like to run SWA on tray but there seems very little to fix to unless I drill the steel support girders, not particularly a good idea since I'm not a structural engineer and as far as I've been aware its always been regarded as dodgy practice.
 
drill and tap the steel that way i believe it retains it structural integrety but will stand corrected if someone knows better, you can also use girder caddies to either mount a plate or saddle or clamp a strut then your options are opened up.
 
Why not use unistrut window brackets they go over the unistrut and clamp onto the steel work with no need to drill the steels. I would put a link on but don't know how to with my phone. Look on the hobby homes website and you should see what I mean


Sent from my iPhone using Tapatalk
 
Use G clamps, with power arms mounted onto the strut that the g clamps hold in place. There is so much unisrut gear about, so that you should never have to drill. Even If it means two bits of strut either side of the beam, and stud used to pull them together.
 
I don't use this stuff that often and I'm aware that there are lots of didgery doos that can be bolted on to get round securing problems.
So I've requested more info from a couple of suppliers and see what turns up......
 
As i normally work on the larger projects, i've always had to consult the Structural Engineer on site, whenever it's been needed to drill into this material or that material, or have them calculate ceiling strength for any heavy point loading etc.

Now, whenever a query as to drilling structural steel columns/beams or struts has been made, i can't think of a single time it's ever been refused . I remember asking once or twice, what's the problem with drilling structural steel? They just laugh and say what would you expect to happen to 1/2'' / 3/4'' steel, by drilling four 14mm clearance holes and filling them with a high tension steel nut and bolt?? Different if you were wanting to drill a 4'' or 6'' hole for a pipe, or cut a section out of the column or beam etc, of the same diameter, that would need looking into!!! I guess it's the same with boring holes in wooden joists of a house, except your not even filling them, apart from cables that is...lol!!

So it seems to be another of those myth's that abound ours and others in the construction game!!! But i or the contractor still have to get there OK before drilling these things!! lol!!!
 

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