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Re: Steel Connections

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    <<  If you choose to use an alternative approach or violate one or more
of these recommendations, you probably still have a connection that can
carry the design load. But . . . . . .  >>

Thank you for a very lucid explaination.  I have used a 1 3/4" bolt line to
weld configuration for many years and have yet to do a body count.  Perhaps
the fact that there is no seismic activity in this area would be a reason.

Jimmy  C.......(hisself)