See Table 11E in the 2005 NDS. That will give you capacity of the "wood side" of stuff. You still would need to check anchor bolt/rod values in the concrete itself, I believe (i.e. Appendix D of ACI 318 for concrete and the anchor bolt provisions in the MSJC/ACI 530).
Regards,
Scott
Adrian, MI
-----Original Message-----
From: Peter Maregan [mailto:pmaregan@yahoo.com]
Sent: Friday, April 25, 2008 12:03 AM
To: seaint@seaint.org
Subject: Allowable Bolt Shear Values for Wood Members Attached to Concrete or MasonryDear List Members,Where do I find shear values for bolts in wood members attached to concrete or masonry?In the good old days, when things were much simpler and "climate change" wasn't an issue<pun intended>, it used to be half the double shear value of a member twice the thickness of the actual member. I can't find that in the new code.Any guidance is appreciated.
Be a better friend, newshound, and know-it-all with Yahoo! Mobile. Try it now.