That's where you need to understand that hinge at B has no reaction but at C. Due to the moment caused on the L shaped structure, there should be a reaction at C inorder to restrict that structure from bending. So technically there will also be the strain energy. This distribution of strain energy causes A to deflect lesser than the nominal case
We are not calculating deflection of(Ybc) ...we are calculating strain energy of bc because for deflection of any point strain energy is considered of the whole system.
This series of som is really great..... Apuroop sir is amazing faculty...
At 11:07 (dM/dW) should be x/2
Sir, in 1:10:49
if B and C are fixed ends then how any forces or moments acting on beam BC affecting the vertical displacement of A ??
That's where you need to understand that hinge at B has no reaction but at C. Due to the moment caused on the L shaped structure, there should be a reaction at C inorder to restrict that structure from bending. So technically there will also be the strain energy. This distribution of strain energy causes A to deflect lesser than the nominal case
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sabki university me yehi hota h bro
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where can i find the pdfs and notes the above link is not working
what about deflection due to shear at 28 min.
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sir ke bare me malum nahi tha 😂 usko....
jhula nhi jhulana h 😂😂😂
One simple dout in 2nd question beam BC will deflect vartically not horizontally so no effect then why sir is finding Ybc??
We are not calculating deflection of(Ybc) ...we are calculating strain energy of bc because for deflection of any point strain energy is considered of the whole system.
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