The release notes: "AISC360-16 steel member design for single angles defined as continuous members with braced points were showing different results than segmented members. This is fixed now, and the unbraced lengths are considered correctly for compression and flexure."
Does this new version correct the problem for AISC 360-10?
Do you know when this version be released?
The issue (#971426) only affected AISC 360-16. The 2010 code was OK and that was the work around. We are in the release sign-off phase now, I expect it to be live within a few days, but the Christmas Holiday could slow things down.