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RE: Anchor Bolts in Flexure

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I'm curious to know what others do for instances when you can't count on friction to resist shear.  For instance, in a PEMB where you have combined uplift and shear, and with the baseplates normally set up at EL.= 100'-0".  If you don't size anchor rods for shear, how do you detail the anchorage to have the shear transferred to the hairpin?
 
Andy Heigley, PE
 
Dublin, Ohio