Dear Umar,
Thanks for your reply.I have looked into the topics you you shared but my question is not why need to reduce torsion constant to 0.01 or less!
My question is:
In my case, plinth beams showed zero torsional reinforcement (as you can see in the pics i attached in the post) but we have still provided the 2#4 longitudinal bars at the mid height for all plinth beams.So is it some minimum torsional reinforcement that we have to provide even if Torsional rft from ETABS comes about zero! What if in plinth beams we don't provide torsional rft at all will it still be safer?
Because in bachelor's i have never come across mid height rft concept and i am confused.If you can clarify my specific question that would be great!
I really appreciate your help!
Thanks