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wood anchor bolts

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Gary - it's here: '97 UBC, chapter 23, DIV III, 2316.2 (amendments to the
NDS), 24.Sec.8.3.

karen casano, PE
san diego, ca


From: "Gary" <garyd(--nospam--at)structuralconsulting.com>
To: <seaint(--nospam--at)seaint.org>
Subject: wood anchor bolts

the '94 ubc had provisions for increasing the shear capacity of an anchor
when attaching wood to concrete or masonry.  Half of the double shear of a
member twice as thick, etc.

I can't find this anywhere in current codes.  Has the design value of
anchors to conc/cmu changed or was it inadvertently omitted?

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