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RE: Multiple Yield Stresses

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Title: Multiple Yield Stresses
Early 1900's built-up column (30ksi) being beefed up for a jib crane with 50 ksi steel.
 
Zach
 
-----Original Message-----
From: Carter, Charlie [mailto:carter(--nospam--at)aisc.org]
Sent: Tuesday, September 24, 2002 8:52 AM
To: 'seaint(--nospam--at)seaint.org'
Subject: RE: 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