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RE: HSS and FEMA 350

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>I presume this discussion is limited
>to moment-resisting frames?  For example,
>are eccentrically-braced, non-moment-resisting
>frames impacted?

Yes, FEMA 350 is limited in scope to moment frames, so CBF, EBF, etc. are
not affected. One caveat: if you put the EBF link directly to the column, as
opposed to internal between braces, that moment connection to the column may
be affected.


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