Steel beam restraint - lateral torsional buckling

[skellyRSA2023]

Hi, 

If i have a steel beam which is simply supported which supports a concrete slab all along its length, is there a way in which i can specify the beam to be fully restained along its length, so as lateral torsinal buckling does not become an issue in RSA. 

Thanks,

S.

[Artur.Kosakowski · Accepted solution]

Hi @skellyRSA2023

Yes, you can set it in this way:

 

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