In the bolt shear design check for slip critical bolts using 1 1/4" A325 SC (Class A), the minimum bolt pretension is taken as 81 kips when it should read 71 kips as per AISC table J3.1. Model along with snap shots attached.
SC bolts defect.zip
It looks like a problem in the bolt database. We are investigating It is a little confusing as the yield stress is reduced for A325 bolts over 1" in diameter.
The database is updated to the latest AISC 360-16 where the pretension has increased.
Thank you Seth, however, the project I was working on specified AISC-10 LRFD, that's why it was a bit confusing.