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braced frame omega nought

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I apologize if this has already been covered, but I am confused on how far
to use omega nought in braced frame designs.  If I understand the code
correctly, the braces and the connections should be designed with omega
nought.  The footing does not.

What happens at the brace / column interface at the footing?  Does the
column's baseplate or the baseplate's anchor bolts get designed with omega

Thank you in advance.

David Adie