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moment frame to grade beam connection

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In case this is applicable or of interest:  DSA requires amplified forces be
used for this connection as well as for the grade beam design (CBC
1633A.2.12) for a projects that fall under our jurisdiction.   

-karen casano, DSA san diego

From: "Mark Baker" <shake4bake(--nospam--at)>
To: <seaint(--nospam--at)>
Subject: moment frame to grade beam connection

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I'm sure this question has been posed before, don't remember the =
response, can't find it in the archives and don't find the answer in the =

What level forces need be evaluated for this connection? I don't think =
omega level but need some reinforcement of my opinion.



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