In Which Beams We Can Use Torsional Constant? In ETABS

In this tutorial, we want to see in which beams we are allowed to reduce the torsional stiffness of the beams using Torsional Constant. In Equilibrium Torsion, we are not allowed to use the Torsional Constant, and the beam must be able to withstand the incoming twisting alone, because there will be no redistribution of force. If you enjoyed watching this tutorial, please like and comment it so it can be shown to more engineers and to support us. #ETABS#structuralEngineering#CivilEngineering If you want to see my next videos, please activate the bell and subscribe my channel so you don't miss the latest design tips in ETABS Designing Software