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INFILLED FRAMES

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Hi!

Can anyone tell me whether there is any provision in the UBC-1997 for design and detailing of infilled (brick partitions) special moment resisting frames?  Is there any specific section which discusses the design issues of PARTIALLY infilled frames?  

I have found some discussion in FEMA273/274 but would also like to refer to UBC for this purpose.

Thanks in advance,

Regards,

Sat.

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