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I did find the "Errata" where they provide the column section in the problem statement. But there was no correction for the "Omega" factor in the solution. What am I missing?

Thanks RW. I have a 2011 version as well and that problem was straight forward. BUT the solution for that one (2011) did NOT use the concrete check, rather the allowable column load. The 2017 edition uses the allowable bearing stress as the limiting value for computing X.

Good morning - Full disclosure - I practice in the bridge field, so I am re-acquainting myself with some of the provisions of AISC. Forgive me if these seem 'basic', but rest assured that, if successful, I have no intention of dabbling in the "dark arts" of the building realm... 1. I was...

Thank you all for your input! Some great advice here.

Good afternoon - I have a question about the upcoming SE exam. For those who have taken it, did you go through and answer all of the steel questions, and then go back and answer concrete, then timber, etc. or did you just answer the problems in order? I see advantages and efficiencies by...