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Bolt pull-through

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Can anyone point me in the right direction to calculate a pull-through
value for a bolt in tension, holding a rather thin aluminum angle
against a concrete wall?

The bolts are stainless steel drilled-in anchor bolts, and the aluminum
will be isolated from the concrete with thin di-electric washers or
bituminous paint.  I just need to know how to calc a pull-through value.


Mike Hemstad
St. Paul, Minnesota

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