i don't have original papers/report, i was taken from:
you can found these books in this tread,
btw, it's implemented too by MULTIFRAME developers.
take attention in SAP2000/ETABS steel design routine since moment magnification with "k" factor method is not appropriates for these type of connection, you should perform 2nd order p-delta analysis and follow DAM-AISC 2005 procedures.
you can found these books in this tread,
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btw, it's implemented too by MULTIFRAME developers.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
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take attention in SAP2000/ETABS steel design routine since moment magnification with "k" factor method is not appropriates for these type of connection, you should perform 2nd order p-delta analysis and follow DAM-AISC 2005 procedures.