The seismic overstrength design result notes that "An allowable stress increase factor of 1.2 is used for seismic overstrength load combinations" - This increase factor, per ASCE 7-10 section 12.4.3.3, was removed for ASCE 7-16 and beyond.
Guest
Thank you Ian, I had spent what seemed like forever looking for this and couldn't find it anywhere! I'm glad to see that it still exists.
Thanks for your inquiry. We were able to confirm that the details for this increase factor were not removed for ASCE 7-16 and newer, but moved to section 2.4.5 for both ASCE 7-16 and ASCE 7-22.