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Hairpins in footings

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Hello

In needing to provide a foundation plan for a 40'x100' steel structure, I have
to provide the "hairpins" at the column bases. Is anyone familiar with an
analythical approach for specifying either rebar size and/or embedment length
for these hairpins?
Any suggestions much appreciated.

Luke Gunnewegh
559.447.1673
Fresno CA
LGunaway(--nospam--at)aol.com