Allowable Racking on Metal Stud and Drywall
Allowable Racking on Metal Stud and Drywall
(OP)
Hi all! I am trying to determine drift limit for an interior partion wall consisting of metal studs and drywall on both sides. At first glance I assumed it should be H/500 but I could not locate any references that mention studs and drywall specifically. Can you help?
Thanks.
Thanks.





