Dear,
In one of previous questions that I asked, I got reply that auto load combinations generated under option AISC 360-10 are actually in accordance with ASCE 7-5.
So it can be tricky, because intuitively I would go with steel design as per AISC 360-10. So in this case, should I design as per AISC 360-05?
Or ASCE 7-05 and AISC 360-10 are compatible?
Best regards,