If you want to keep those hanging columns as tension only members, then you need to release the moments (MY, MZ) at the start and end of the beams at the connection with the hanging columns. You need to use the member specification > Release for MY and MZ for the beams. The connection detailing will also have to take care of this moment release.
Alternately, if you do not consider the hanging columns as Tension only members, in that case too you will find that the column sections will be capable of carrying the moments. You may have to adopt a higher section in few cases.
Alternately, if you do not consider the hanging columns as Tension only members, in that case too you will find that the column sections will be capable of carrying the moments. You may have to adopt a higher section in few cases.