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Crane Beam Design using excel spreadsheet downloaded in www.aisc.org

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Folowing LRFD design using crane beam version 1.0   (AISC Design Guide 7 Example 18.1.2)
In this particular example how do I get Lr = 607.47 in.      
Lr = Limiting laterally unbraced lenght for inelastic lateral-torsional buckling
Thank you
 
Ing. Angel Gomez
Guadalajara, Jal. México