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Fwd: Lag Bolt Connections at End Grain for Shear

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     The "Wood Engineering and Construction Handbook", 2nd edition, by 
     Faherty and Williamson, provides an end-grain reduction factor of 0.67 
     for lateral resistance in section 5.7.3, page 5.52.  The book also has 
     tables of lag screw design values for single-shear connections.  If 
     you need more information feel free to contact me.
     
     John Hubert
     John.Hubert(--nospam--at)usace.army.mil
     (716) 879-4334 


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From: JOHN HUBERT <John.Hubert(--nospam--at)NCB01.usace.army.mil>
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