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Stepped Column

thread507-58337

Stepped Column

Stepped Column

(OP)
I have a stack that is made of stepped columns that get progressively smaller in diameter as you approach the top.  It is a free standing stack.  My question is how do you determine the theoretical effective length factor (K) for each section of the stack?  It seems to conservative to use a K = 2.0 times the overall height for every section of the stack.  Any suggestions?  
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