Metal Panel - Girt Deflection
Metal Panel - Girt Deflection
(OP)
How do metal panels typically accommodate wall girt deflections? The girts could possibly deflect 3/4'' midspan between columns. How does this affect the panels? Can someone point me in the right direction or section of code if applicable? Thanks!






RE: Metal Panel - Girt Deflection
Dik
RE: Metal Panel - Girt Deflection