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Re: Concrete Special Moment Frame

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You found a mistake in which williams is analyzing an end column but the
section taken in the figure 5-14 is wrong.  If you have Williams book
Structural engineering review book you will find the same example except
the section is taken on the right column, end column.  If you need that
sketch faxed, just list your fax No.
Samir Ghosn, PE
Harris & Associates
At 10:53 AM 10/23/2002 -0700, you wrote:
>    Just a quick question.        Since the column used in the example is
>an  interior column, and there are beams both sides of the column, wouldn't
>the sum  of Mg be 2 X 582 k-ft?   Thanks in advance for any help given, and
>good luck  to all others taking exams this week.   Joseph R. Grill, PE 

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