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Fwd: Headed studs in precast concrete

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I'm looking for the shear and tension capacities of headed studs in
precast concrete. My "current" reference is the 1985 ed. of the PCI
design manual. My plan checker wants a more current reference but,
because my clients keep beating me down on my fees, I can't afford the
$88 for the new edition. My application is 1/2" diameter headed studs
embedded 4". The value I have used (from the '85 ed.) in 3,000 psi
concrete is 7,000 lbs for shear. Any help out there?
Thanks,
Bill Allen


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Richard Lewis, P.E.
Missionary TECH Team
rlewis(--nospam--at)techteam.org

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