Shear Panel 3x Edge Nailing Requirements
Shear Panel 3x Edge Nailing Requirements
(OP)
In the CBC 2007, Table 2306.3, footnote, i: 3x nominal members required for >350 plf, or per 2305.3.11, could be reduced to 2x if <600plf and 2x the required anchor bolts are used.
I don't see this provision in the CBC 2010.
Can anyone show me otherwise?
Thank you.
I don't see this provision in the CBC 2010.
Can anyone show me otherwise?
Thank you.






RE: Shear Panel 3x Edge Nailing Requirements
Per the attached pdf from Simpson at the bottom of the first page
"7. For designs under the 2009 IBC, sill plate size shall comply with the shearwall requirements
of the 2008 Special Design Provisions for Wind and Seismic. MASA spacing shall be as
required for design load."
This appears to match what the CBC 2010 (which is based on the 2009 IBC) states.
Garth Dreger PE - AZ Phoenix area
As EOR's we should take the responsibility to design our structures to support the components we allow in our design per that industry standards.
RE: Shear Panel 3x Edge Nailing Requirements
Mike McCann
MMC Engineering
http://mmcengineering.tripod.com
RE: Shear Panel 3x Edge Nailing Requirements