Bolt with spacers securing I-beam to floor

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The discussion revolves around the use of spacers in securing an I-beam to the floor in a converted retail space. Participants speculate that the spacers may allow for building flex and prevent shear on the bolts, suggesting they were improvised due to insufficient thread length on the bolts. Concerns are raised about the adequacy of the rag bolts in withstanding lateral movement and uplift during strong winds, indicating potential structural vulnerabilities. The conversation also touches on construction practices, emphasizing efficiency over precision, and the possibility of damaged threads leading to the use of spacers. Overall, the thread highlights the complexities and considerations in structural integrity and construction methods.
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What could be the purpose of these spacers?
Found this on an I beam in a light industrial park converted to a retail store.

What function do the spacers serve?
They seem counterproductive by creating a greater moment arc to get ripped out.

Or rerhaps they compress a little, allowing the building to flex and not shear the bolts off?


1000007276.webp
1000007277.webp
 
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My guess is that there was originally something else bolted down there. That something was removed, but because usable thread were not available below where the bolt is seen, spacers were required. The spacers used were improvised.
 
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An interesting hypothesis.
 
That looks more like a universal column, UC, than an RSJ, taper flange beam.
The bolt is there to prevent the base moving sideways, or lifting and rattling in strong winds.

The rag bolts were set in the concrete footings before the slab was poured. To be sure to protrude, the bolts were given excess length. The rag bolt was then too long to be tightened using a shallow socket and ratchet wrench, without the use of multiple washers.

Cutting the rag bolt to length was difficult and unnecessary. Using an open-ended spanner in that restricted space would have been slow and more expensive in time than the packing washers, especially if the threads were spattered with concrete.
 
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I suspect the bolt had insufficient thread.
 
tech99 said:
I suspect the bolt had insufficient thread.
To determine the length of available thread, x-ray the column base, or undo the nut.
 
It occurs to me I do not know those things are spacers. I am assuming they're unthreaded, but I have no evidence to base that on. For all I know they're just square bolts.
 
Baluncore said:
To determine the length of available thread, x-ray the column base, or undo the nut.
Both of those might be frowned upon by the current occupants of the space.
 
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I think the rag bolt (or similar) is to locate the base in position. They are probably not subject to great loads. If the beam was at any time, for instance during strong wind, subject to uplift then I would have more concern, because the rag bolt might not have sufficient depth into the concrete.
 
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Construction jobs are all about getting done in minimum time. Whining to your foreman ("waah, the bolts are too long!") is seen as a weakness. Bump in the road? Figure it out and get it done...

Edit: "cut to suit, beat to fit, paint to hide."
 
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  • #11
DaveC426913 said:
It occurs to me I do not know those things are spacers. I am assuming they're unthreaded, but I have no evidence to base that on. For all I know they're just square bolts.
The top spacer, the one in direct contact with the nut, has flexed - in apparent reaction to the tightening of that nut. If it was a threaded nut with threads that mated with the bolt, it would have supported that top nut where that nut made contact with the bolt and it would have likely been made of a hardened metal. Both of those conditions would make it very unlikely that it would have reacted with that kind of bend.

Here's a normal construction geometry.

Note the use of square washers.

Also, not that it is typical for the bolt to extend well above the floor - and for it to be completely threaded from the floor up.

What is likely is that the threading became damaged and unusable.
 
  • #12
.Scott said:
Here's a normal construction geometry.

Note the use of square washers.
Excellent demo.
.Scott said:
Also, not that it is typical for the bolt to extend well above the floor - and for it to be completely threaded from the floor up.

What is likely is that the threading became damaged and unusable.
Very cool. Thank you.
 
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.Scott said:
What is likely is that the threading became damaged and unusable.
DaveC426913 said:
Very cool. Thank you.
Did you notice that the threads in the video are all left-handed.
 
  • #14
Baluncore said:
Did you notice that the threads in the video are all left-handed.
Heh. So they are.

But many, many videos these days are horizontally flipped. This might have been flipped before adding the text annotations.

Or it was just a bad 3D CG job.

(Aside: I often wonder why so many videos these days are flipped. My best theory is that it is an expedient attempt by plagiarists to discourage roving pattern recognition software from tracking them down and hitting them with C&D orders. It may also be a cheap way of obfuscating corporate logos - for which corps would also probably try to strong arm people into taking them down.)
 
  • #15
gmax137 said:
Construction jobs are all about getting done in minimum time. Whining to your foreman ("waah, the bolts are too long!") is seen as a weakness. Bump in the road? Figure it out and get it done...
Engineer: Just do it like I designed it!
https://en.wikipedia.org/wiki/Hyatt_Regency_walkway_collapse

....not that the engineer didn't screw up a bunch there too.
 
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  • #16
DaveC426913 said:
Heh. So they are.
I subconsciously sense thread hand. I feel somehow uneasy in the presence of a LH thread, or a reflected diagram of DNA.

There are square "bevelled washers" that are tapered, or shaped like a wedge. They are used only as the first washer, when bolting to the tapered flange of an RSJ or channel, where the fastener would be deformed if a flat washer was used.

RSJs and channels now come with parallel flanges, which is great. When Australia changed from imperial to metric steel sections, the taper angle also changed, which required a different angle bevelled washer. That was a trap for all.

Bevelled washers often have an external corner cut, or a curved face, something that can identify them, and their orientation, while they are in place.
 
  • #17
russ_watters said:
....not that the engineer didn't screw up a bunch there too.

Here's an interesting story, the CitiCorp building in New York. From Veritasium

 
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