On page 48 of DG7 under "crane column cap plates" the author makes mention of using "finger tight bolts with upset threads as a means of reducing bolt fatigue".
Do you think "upset threads" is a mistake and should be "damaged threads"?
I am unaware of upset threaded bolts being used for anything by AISC.
Do you think "upset threads" is a mistake and should be "damaged threads"?
I am unaware of upset threaded bolts being used for anything by AISC.