Hello, I am B.Tech. Student.From the attached image, it appears any beam such like in Fig:11.6.2.1 building model can not  released for compatibility torsion. But,in Fig:11.6.2.2 says we can released torsion.I want to learn about the judgement of releasing the  torsion. Can we released torsion for all of these beams where floor beam is connected in spandrel beam if it satisfy torsion capacity (ACI 11.5.1)? If any beam can satisfy ACI 11.5.1 then can we neglected the torsion?