bslarch
Structural
- Dec 2, 2001
- 2
I have an interior wall that will be directly under a structural beam. In the case of deflection in the beam, I need to somehow loosely connect the wall with the beam. Otherwise, if deflection occurs, the wall may buckle, crack, and look unprofessional. The interior (non-loadbearing) walls are made of steel studs. The contractor has suggested using a butterfly system cut in the track. Does anyone know what that means? And is it an efficient system to prevent buckling due to deflection? Does anyone have any other suggestions?