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Re: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry

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Thanks.


 

----- Original Message ----
From: Scott Maxwell <smaxwell(--nospam--at)umich.edu>
To: seaint(--nospam--at)seaint.org
Sent: Thursday, April 24, 2008 9:41:23 PM
Subject: RE: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry

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(--nospam--at)yahoo.com]
Sent: Friday, April 25, 2008 12:03 AM
To: seaint(--nospam--at)seaint.org
Subject: Allowable Bolt Shear Values for Wood Members Attached to Concrete or Masonry

Dear 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.
 
 


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