Etabs Full Tutorials for beginners | Pass and Design overstressed OS Beam in Etabs | Lec 20
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- Опубліковано 11 вер 2024
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A much needed video.. Thankyou very much for explaining it very well.
Glad it was helpful!
Sir, When i will change torsional constant 1 to 0.01 then column and slab will takes this torsional effect. now my question is that Due to this torsional effect which kinds of thing will have to change in Slab and column design?
no need to change anything. etabs will do automatically. but as much as possible torsional effect should be consider to reduce unexpected minor crack on beam. .
Sir when we reduce the torsional coefficient to 0.01 then the reinforcement in beam becomes very less ( minimum ) and this quantity of reinforcement is not enough practically, so what can we do? Please reply
you are right and i am going to create a real project for that. stay connected.. reducing TC is not a good idea and not good practice.
@@qlearnify-en thank you sir, so can you please tell us what are the other options to pass the beams
My all column member B/C capacity ratio is show N/A...How can i solve this?
it will show if Lateral loads are applied.
Sir if we reduce Tc value to 0.01 than..on this value..we can apply our design ?
i am creating a detailed video on it. stay with us.
@@qlearnify-en where is the vidio
Sir what happens when we reduce the torsional coefficient to 0.01 in site, how will it effect the structure and is it safe to do so?
its really not a good practice. first we should try other ways to pass our failure of member. but if we reduce torsion than beam will not take any torsion and it will transfer to other member such as column slab. and because of torsion it will show some cracks. but its not unsafe. but its shouldn't be.
how can i solve after analysis that area loss in null area please? can you explain. i need to load transfer from null area ,
i think you should directly apply load on frame not to null area.
We don't need to release the Torsion from all the beam we should only release the selected beam by using Assign▶️Frame▶️ Release
you are right brother. and thanks.
Not all the Beams, I think he just released torsion for only failing beams and not all beams.
Sir detailing do by best procedure because etab detailing is not good
Noted