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RE: Multiple Yield Stresses

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Title: Multiple Yield Stresses

>Can anybody direct me to references on how to analyze steel
>members with multiple yield stresses?  For example, how to
>analyze a column that originally had 30 ksi steel, but was
>modified using 50 ksi steel?

What is the application? Coverplated column or panel-zone, beam flange, other?

Charlie