Topic # 7.6 - Shear Center

[@LK-pw7fm]

Your insights makes everything so much more clear. Thanks for uploading these, and spreading knowledge.

[@wurmh2hm]

That twisting experiment... Based on true story! literally got me😄

[@namanmaurya6559]

Red is definitely your colour! Thank you for this very lucid explanation!

[@SouvikCivil]

Sir, your explination cleared my complete basic understanding of this concept ! Thank you ! LOVE FROM JADAVPUR UNIVERSITY SIR 🤗💝

[@enggurunepal]

Well explained.. Thank you.

[@just_bee9482]

Very perspicuous. Thank you sir

[@daleegner7032]

Great video 👌

[@eoincoleman4537]

Incredibly well explained, thank you very much!

[@shivams.37]

17:50 thanks for this part👍

[@solidmechanics-prof.jaygho7500]

Happy that you found it useful

[@GamerPowerBob]

thank you so much! the visuals are great for understanding

[@solidmechanics-prof.jaygho7500]

Glad you like them!

[@vadiquemyself]

can you help me to figure out the shear flow in a Π-like (C rotated, 3:00) beam loaded symmetrically on its top ?

[@kongantianvesh1109]

Quality education 🎉 Thankyou sir

[@adhishchaudhary1616]

For no Torsion the plane of bending should pass through a)neutral axis of the section b)shear centre of section c)be parallel to one of the principle axis ?

[@kingadnan1081]

Thanks.

[@undefined.infinity3106]

I can calculate the shear stress on the section by shear flow and the distance of the shear center by taking moment from a certain point but there's a lack of understanding. about the twisting concept due to the couples. you made these things too easy to comprehend

[@solidmechanics-prof.jaygho7500]

Thanks. You are absolutely correct. Taking moment about any point, such that the net twisting moment is zero will indeed help locate the shear center.

[@chilukasathwik4423]

Good explanation, thank you 🎉🎉😊

[@naimatullah2540]

Thank you very much for such amazing videos.

[@solidmechanics-prof.jaygho7500]

Glad that they are helpful

[@VV-235]

18:54 sir where can we find the notes

[@GauravKumar-np2qm]

Thanku for clearing my doubts.

[@GauravKumar-np2qm]

Presentation is really amazing

[@butcher7765]

❣️

[@pronoylahiri6663]

Sir why the anti clockwise moment given by the shear flow of the free end face ( where the external force is working) is not considered?

[@solidmechanics-prof.jaygho7500]

Great question. You see, shear forces and bending moments are the *internal* effects of externally applied loads.. That means in this example, instead of taking the section at some distance away from the free end, if I took it at infinitesimally small distance dx, the effect will still be the same. Hence, these clockwise moments keep happening at every section away from the free end. At the end itself, it is just the P. Another way to think of it is that this is how the beam "reacts" when the external force P acts. I hope the explanation was clear.

[@pronoylahiri6663]

Thanks a lot sir. Lots of love and reverence for you. Thanks a lot for helping me ❤️

[@solidmechanics-prof.jaygho7500]

@@pronoylahiri6663 You're welcome! All the best with your studies.