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RE: built up steel column

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>I will gladly share how to calc the St. Venant constant for a
>built-up section (3-Plate welded section).
If you need details of this development it's shown in Blodgett's book, 
'Design of Welded Structures' along with a development for single cell 
closed sections and some particular cases. If you need warping constants, 
you can follow Timoshenko's development. 

Christopher Wright P.E.    |"They couldn't hit an elephant from
chrisw(--nospam--at)        | this distance"   (last words of Gen.
___________________________| John Sedgwick, Spotsylvania 1864)

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