A little job from last week.

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wireguru

Senior Member
those nuts look like the non grade ones from the little orange bags at homedepot, not the rated coupling nuts for structural use. (at least youre not hanging catwalks in a hotel atrium with them -bonus points for anyone who knows what I am talking about)
 

220/221

Senior Member
Location
AZ
I remember that.

It was an engineering change, requested by the steel guys and approved by the engineer.

The load eneded up on one set of hangers instead of being spread between all three or four floors.
 
those nuts look like the non grade ones from the little orange bags at homedepot, not the rated coupling nuts for structural use. (at least youre not hanging catwalks in a hotel atrium with them -bonus points for anyone who knows what I am talking about)


The hotel catwalk collapse due to poor installation/engineering. There is even a video out there of the actual collapse.
 

Fulthrotl

~Autocorrect is My Worst Enema.~
those nuts look like the non grade ones from the little orange bags at homedepot, not the rated coupling nuts for structural use. (at least youre not hanging catwalks in a hotel atrium with them -bonus points for anyone who knows what I am talking about)

that was a bad drop... but they didn't use the proper detail when fabbing it,
and staggered the rods where they hit the crossbars for the catwalk, instead
of running them thru unbroken. that's the part that failed, if memory serves,
not the rod couplings..... did i get the bonus point?

as for these pole base extensions, the only thing i'd have added, would have
been 4 nuts spun up a few inches above the rod couplings to lock the rods
to the new pour.... it's a clean install... you can't tell from the photos if
he sank the new cage rebar into the existing base with epoxy... extra credit
points if he did....:D
 

wireguru

Senior Member
i overtightened one of those junk threaded rod couplers one time and it split in half. I prefer ones made from actual steel and not mystery metal.


the catwalk collapse, i read the failure analasys report on it, cliffs notes version is: several levels of catwalk were supposed to be hung from (a bunch of) single rod that passes through all levels. Couldnt assemble like this (idiots) so they cut the rods off and hung each subsequent catwalk from the one above it. This compounded the loads to the point it shouldnt have even been able to support itself. The rods passed though a box beam made from 2 sections of C channel welded together, this pulled apart and slid off the rods = a bunch of twisted metal and dead people in your hotel lobby.
 

wireguru

Senior Member
that was a bad drop... but they didn't use the proper detail when fabbing it,
and staggered the rods where they hit the crossbars for the catwalk, instead
of running them thru unbroken. that's the part that failed, if memory serves,
not the rod couplings..... did i get the bonus point?

as for these pole base extensions, the only thing i'd have added, would have
been 4 nuts spun up a few inches above the rod couplings to lock the rods
to the new pour.... it's a clean install... you can't tell from the photos if
he sank the new cage rebar into the existing base with epoxy... extra credit
points if he did....:D

but if they DID hang the catwalks using (proper structural) coupling nuts instead of staggering the rods, it wouldnt have happened. They staggered them because they realized they couldnt hoist all the catwalks over the rods without destroying the threads. Theres a dozen different ways they could have done it....so stupid.

I totally agree he did a good job, i just hate those nuts.

and yes, you get a bonus point.
 
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iwire

Moderator
Staff member
Location
Massachusetts
i overtightened one of those junk threaded rod couplers one time and it split in half. I prefer ones made from actual steel and not mystery metal.

Well that stinks and I do agree about mystery hardware. Some of the hardware we get seems to be made of taffy.
 

220/221

Senior Member
Location
AZ
you can't tell from the photos if
he sank the new cage rebar into the existing base with epoxy...

The rebar was outside the existing 18" base so no extra points.


In the conduit being cut i do not see an EGC ?

The EGC was short. It's inside the EMT. I didn't just splice a short piece onto it BTW. I....uhhh...pulled a new one in from the next pole about 300' away.



Forgive the dumb question. How do you bend the rebar into the appropriate size circle?

The rings were leftovers from previous jobs. We generally have the full 8' x 18inch cages built and often I have to take off the bottom ring to get the cage to sit properly in the hole. I assume they have jigs set up to bend them. If I had to field bend them I would find a wooden telephone pole, strap it down, twist it around and cut it off.
 

220/221

Senior Member
Location
AZ
I bet you had fun figuring that repair plan out, I would have.

It's better than installing recessed cans or running conduit and MC all day long.

We repair/replace poles and bases all the time using whatever method seems to work. People like to run vehicles into them. I have one coming up next week that I repaired a year ago. Someone hit it again.

A few months ago I pulled out five entire bases and relocated them.

DSC02029.jpg


DSC02060-1.jpg
 

220/221

Senior Member
Location
AZ
I always hear that reference to long pants but, when I was a kid in the 50's/60's, NOBODY wore shorts.
 
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