Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

  • Congratulations MintJulep on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

22 gage steel shear walls

Status
Not open for further replies.

WBUW

Structural
Joined
May 30, 2006
Messages
63
Location
US
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
 
The FBC 2004 has some values for steel sheet shear walls. Since the FBC is based on the IBC, I would look there first if you're permitted by your building code or you're using the IBC or a state code based on the IBC. See chapter 22.
 
The better metal suplliers should have this information....

Fabral and McElroy come to mind.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top