AFPA-National Design Sec for Wood Construction 2001 has lateral design equations for screws in wood that use fastener bending yield strength. But NDS only references typical bending yield strengths for carbon steel. We use lots of #8 thru #12 screws of 304 stainless steel.
The SSINA.com...
NDS 2001 has lateral design equations for screws in wood that use fastener bending yield strength. But NDS only references typical bending yield strengths for carbon steel. We use lots of #8 thru #12 screws of 304 stainless steel.
The SSINA.com Stainless Steel Fastener manual, Table 3 says...