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.
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[@Chino99999]

I like concept of the way you explain, no specking, good melodies that relax us when listening.

[@MrEngineerO]

Glad to hear that!

[@vasubhadania]

Thanks....
I generally use safe for footing design and I mostly use the strip method.... the actual issue is when I have to make all strips and their widths manual because even when I import strips from autocad drawing (either floor plan or architectural plan) it will not take the actual shape (which I made in autocad I mean following region, polyline etc) as it always takes automatic widths for strips (A and B)....
Making footing in a large plan is actually a lengthy process.....
I have observed that footing design with strips results in less reinforcement as compared to results from FEM please elaborate that.....
If you have any ideas please let me know....
Anyways thanks a lot for this really good content frequently ☺️🎉