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[SEAOC] (Fwd) Re: [SEAOC] Re: [SEAOC] Steel Bracing Connection

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Hi, Jim.  Could you elaborate which recommendation you are referring 
to?  Thanks.
> 
> It seems that Blodgett's recommendations is allowing either the 
> attaching plate or the attaching member to buckle and therefore you 
> design the more rigid element for the eccentric moment.  
> 
Regards, MWJ

Martin Johnson
EQE International, Inc.
mwj(--nospam--at)eqe.com

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