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Short Slot Holes Connection Design

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jseng9

Structural
Oct 27, 2017
53
Hi all,

I'm an engineer in training and was recently reviewing shop drawings for a steel framed building I designed. When reviewing the piece drawings I saw that the fabricator specified a number of bearing-type connections to have short slot holes. I don't think it's appropriate to have short slot holes for these connections so I plan on making a comment on the shop drawings. The bolts for these connections are 0.75" diameter A325N bolts.

As I started digging into the calculations I saw that for most of the limit states the fabricator increased the hole diameter to 0.875 inches. My questions are: according to AISC Table J3.3. shouldn't the short slot holes have a diameter of 13/16" x 1"? I'm curious as to where the 0.875" dimension is coming from... is there another table I am not seeing or is the fabricator just increasing the holes to 0.875" because they want to? My second question is: the only two limit states where the fabricator increased the hole diameter by 1/16" (dh = 0.8125") were bolt bearing on web and supported member connection bearing. All of the other limit states have dh = 0.875". Why are the bearing limit states the only limit states where the bolt diameter is 0.8125"? Any clarification would be really helpful as I'm trying to get a better understanding of connection design.

Thanks!
 
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Many bolted connection calculations assume a bolt hole size 1/8" larger than the bolt diameter. 1/16" for the physical bolt hole size, and 1/16" of neglected material at the bolt hole boundary.

(This is an assumption used to accomodate fabrication tolerances, different methods of fabricating bolt holes, etc.)

Is that what is happening here?

----
just call me Lo.
 
Actually yes, I think that is what they are doing. Thank you very much for sharing this!

 
As for short slotted holes, this may be OK depending on load direction (and is typically used to help with erection). See Section J3.2 of AISC steel manual (specifically point (e)).
 
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