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How many bolts are TOO many?
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Referring to the attached picture.
I have been wondering how to calculate the number and placement of bolts in a bolted beam to beam connection.
Obviously, the picture shows far too many;
there are so many holes in the end of the beam that the beam itself will fail at the bolt 'line'.
In thinking this through, assuming a vertical load only,
it would seem that the maximum number of bolts needed
is the minimum number that will resist the shear load on the bolts themselves.
Right?