weab
Structural
- Jul 7, 2006
- 241
I have an anchor bolt subject to tension. I have enough thread for a single nut but not enough to engage the entire second nut. This is a 90mm diameter anchor bolt and I have about 75mm available for the second nut. I don't want to weld to the anchor bolt in lieu of a jam nut. Is there a rule of thumb, or better yet a reference, that states jam nut requirements? Or is full threading also required for this?