AISC 360-10 Commentary and Code Compliance
AISC 360-10 Commentary and Code Compliance
(OP)
Any thoughts on the compliance with the 2015 IBC about using equations presented in the AISC Specification 360-10 since the specification is part of the code but the commentary is not? Specifically I am looking at using CI3.2 for the evaluation of composite beams with studs.






RE: AISC 360-10 Commentary and Code Compliance