u/Fluffy-Disk2926

Hi all,

In curtain walls, if mullion is supported further below stack joint, say 4 m long mullion has a bracket at 3.5 m, do we also need to check deflection of the 0.5 m overhang (e.g. allowable: Fall = 500/200) or checking of mullions between brackets is the only thing that needs to be considered?

Thanks in advance.

What do you guys think of it?

I listened to it today and just hope that Chems won't go in that direction.