skeletron
Structural
- Jan 30, 2019
- 882
I've almost exclusively dealt with 3/4" to 1-1/4" A325 bolts. However, I'm designing some lighter structures where drawings are often calling up 5/8" and 1/2". I acknowledge that there is a difference in magnitude of the forces, however I'm wondering if this is a special request (ie. extra charge) to have these smaller bolt sizes.
Do any of you use 5/8" and 1/2" bolts frequently? Maybe I should just contact the local fabricator.
Do any of you use 5/8" and 1/2" bolts frequently? Maybe I should just contact the local fabricator.