Thank you dauwerda. I was thinking the same about fabricating a plate of the same material to fit the Skidmore. I just didn't know if this was standard practice for a situation like this. I was very surprised that there was no guidance in RCSC or anywhere else that I could find that addresses...
I am designing a bolted connection for a steel assembly, where the A490 bolts are required to be pretensioned per RCSC due to the loading condition. My issue is that the bolt connects an outer plate with a thru hole to a threaded plate since there is no access on the other side of the threaded...
