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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?

Zachary Goswick, P.E.
Structural Engineer
Angus-Young Associates, Inc.
555 South River Street
Janesville, WI  53545-4827
Phone: (608)756-2326
Fax: (608)756-0464
Email: zachg(--nospam--at)