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lag screw and bolt values for steel to wood connections

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Has any one processed the yield mode equations to determine the values of either bolts or lag bolts from HSS to wood?  Assuming the shank of the bolt/lag is embedded in the HSS with tight holes, some of the failure modes should drop out.  I am trying to get larger than single shear values for a braced frame tied to a GLB drag strut....
 
Pat Clark