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dik
Structural
- Apr 13, 2001
- 25,755
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
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