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Effective width for fasteners 10

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dik

Structural
Apr 13, 2001
25,672
When using a high strength bolt clamping two pieces of metal together. What effective width do you use on each side of the bolt hole to determine the effective flexural width? Is there a value prescribed by code? or by common useage? I typically consider 4 x the thickness of the material on each side for a total of 8 x the thickness.

For a 1/4" thick plate, I would normally use an effective width of 2".

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik
 
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I don't think there is a basis for any multiple of t as the width. Usually a 45 degree angle is used, as kind of a quick and dirty assumption that it will be more conservative than a proper yield line approach. If you were to crunch the actual yield lines you would see the thickness does not affect the controlling pattern.
 
A portion of the width will be effective... I was just wondering what others would use. I'm comfortable with 6xt for the total width, considering the bolt, nut and washer will contribute. It was just a 'meatball' approach that I often use for expediency.

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik
 

The thickness was just used for the example to determine the width. The actual plate is 5/8" thick.

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik
 
I would specify a nice, thick washer to increase my effective width and use 4t from the washer edge.
 
The effective width is more a function of span and support conditions than it is plate thickness. A longer span mobilizes a much wider effective width. For a monolithic steel plate you will typically obtain an effective width similar to the span distance, which is reflected in Celt83's yield line drawing.
 
Thanks, Tom...

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik
 
dvd... thanks...

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik
 
I would have answered this differently a couple of months ago, but I think this is the correct failure mode.

Capture_fiyito.jpg
 
I suspect it would be close... thanks, BART. I'll see how it compares to what I used. Project is already done and out.

-----*****-----
So strange to see the singularity approaching while the entire planet is rapidly turning into a hellscape. -John Coates

-Dik
 
Good research thoughts here [thumbsup2]
thanks to you ALL
Also, sine you want to increase flanged diameter of base plate, why you don't apply double nuts technic ?

58531-17360862_ucpzla.jpg
 
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