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RE: WOOD: Bolt Spec for Wood Fasteners

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So I guess that would make it A307, since the “Nominal strength” according to AISC Spec Table J3.2 is 45 ksi.

 


From: Jim Wilson [mailto:wilsonengineers(--nospam--at)yahoo.com]
Sent: Monday, October 18, 2004 10:04 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: WOOD: Bolt Spec for Wood Fasteners

 

The bottom of Table 11 (design values for connections), NDS 2001:

 

"Tabulated lateral design values (Z) are for "full diameter" bolts (see Appendix L (for dimensions)) with bending yield strength (Fyb) of 45,000 psi."

 

Hope this helps,