Topic # 7.6 - Shear Center

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

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

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

namanmaurya
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Incredibly well explained, thank you very much!

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

vadiquemyself
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thank you so much! the visuals are great for understanding

GamerPowerBob
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Sir, your explination cleared my complete basic understanding of this concept ! Thank you !

LOVE FROM JADAVPUR UNIVERSITY SIR 🤗💝

SouvikCivil
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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
?

adhishchaudhary
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Thank you very much for such amazing videos.

naimatullah
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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

undefined.infinity
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18:54 sir where can we find the notes

VV-
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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?

pronoylahiri