WAC 296-150C-0920   Design load deflection.  When a structural assembly is subjected to total design live loads, the deflection for structural framing members must not exceed the following:


     L = The clear span between supports or two times the length of a cantilever.

Floor L/240
Roof and ceiling L/180
Headers, beams, girders L/180
Walls and partitions L/180




[Statutory Authority: RCW 43.22.340, [43.22.]355,[43.22.]360 , [43.22.]432, [43.22.]440 and [43.22.]480. 96-21-146, § 296-150C-0920, filed 10/23/96, effective 11/25/96.]