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Effective length for out of plane pipe bent column

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DAVE9999

Structural
Oct 17, 2006
22
Pipe bent consists of two columns with three beams (moment connections) between columns. Out of plane it is free (no bracing or tie backs). What is the K factor out of plane? Should I use K=2 like a cantilever or can it be reduced? Thanks for the help
 
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A cantilever would require k = 2.0.
 
2, 2.1, whatever it takes....

(nod to Mr. Mom).
 
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