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RE: Unbraced length issues

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> the junction of the beam and column.  Now what unbraced length do you
> use 
> in designing the beam?  For the column we will take K  = 2.1 and the l
> will be the height of the column.  But we have varying opinions about
> the 
> beam.  Any ideas?
The best solution to solve the varying opinions is to try theoretic
analysis that will give the unique and exact length.