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Concrete Strong Column/Weak Beam

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I have a question regarding using ACI check for the strong
column weak beam check.  How is column slenderness accounted for in this
check.  The ACI equation is :

sum Me >= (6/5) sum Mg

If I have a slender column, is Mg magnified somehow like in ACI 10.13.3? 
If I used a P-Delta analysis to get Mg, does it have to be magnified for
this equation?  How does the effective length factor 'K' factor into this

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