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NDS Horizontal Shear values #4533 03/12/04 01:01 AM
Joined: Mar 2002 Posts: 961 K Ken Hume OP Member
OP Ken Hume Member K Joined: Mar 2002 Posts: 961	Hi, I just heard that the NDS horizontal shear values quoted in the old TFG Design Handbook have been revised upward nearly doubling the allowable values. Could some of the Guild heavyweight timber frame designers and engineers please comment on this and I would appreciate if anyone could explain why this has happened. Regards Ken Hume Looking back to see the way ahead !

Re: NDS Horizontal Shear values #4534 03/12/04 08:41 PM
Joined: Mar 2002 Posts: 19 University of Wyoming D Dick Schmidt Moderator
Dick Schmidt Moderator D Joined: Mar 2002 Posts: 19 University of Wyoming	Ken: For an authoritative response to your question, see page 2 of the article at: http://www.awc.org/Publications/papers/NDS2001article.pdf Dick

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