WBUW
Structural
- May 30, 2006
- 63
Does anyone have some testing values for the situation where 22 gage steel walls are used instead of standard walls?
I have a pole building I am working on where they chose to sheath the walls with this stuff.
I remember seeing some values at the other firm I was working for in an old manual of some sort, but I can't remember what it was. I remember the standard construction was something in the neighborhood of 100-110 plf capacity for the wall with girts running between the poles...
Anyone have some good tested values?
Thanks
I have a pole building I am working on where they chose to sheath the walls with this stuff.
I remember seeing some values at the other firm I was working for in an old manual of some sort, but I can't remember what it was. I remember the standard construction was something in the neighborhood of 100-110 plf capacity for the wall with girts running between the poles...
Anyone have some good tested values?
Thanks