horizontal deflection of non-loadbearing cantilever partiion
 

horizontal deflection of non-loadbearing cantilever partiion
can any one point me in the right direction as to where to find or some rational in setting a deflection limit for a non-loadbearing partition wall. one key thing to this is the partition is hangng from the steel above. the partition wll be framed with light-gage steel and sheathed will 5/8" gyp. thanks for the insight!!
isn't the critical thing the deflection of the steel support ?
the deflection of the steel support is negligible. the partition is being supported by large framing members.