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RE: Steel Tips and Deep Columns for SMRF

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>Just got the new steel tips in the mail.

>It is in regard to the use of DEEP COLUMNS (i.e. bigger than

>W14’s) for moment frames for seismic design.   


>>Is it possible to download this "Steel Tips" from some 

>>Internet site. The last "Steel Tips" added to AISC's site 

>>discusses Composite Steel Plate Shear Walls, not deep 

>>columns in moment frames. 


This reply is in the category of better late than never, but the deep column Steel Tips is now posted on the AISC web site here: