I am designing the anchor rods for a metal building which is going to have some very large horizontal forces. This manufacturer typically only oversizes the holes in the base plates by 1/8" (3/16" for 2" diameter and larger). With oversizing this minimal is it permitted to consider all the anchors acting in shear at the same time? This seems reasonable to me, although if I would do this I would conservatively ignore the shear friction contribution between the base plate and the concrete. Thoughts or code references addressing this?
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