Horizontal Deflection of Non-Loadbearing Cantilever Partiion
Horizontal Deflection of Non-Loadbearing Cantilever Partiion
(OP)
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!!






RE: Horizontal Deflection of Non-Loadbearing Cantilever Partiion
RE: Horizontal Deflection of Non-Loadbearing Cantilever Partiion