definately MUST watch Series Thankyou for uploading it !!!
@ahmedsyed4335
7 жыл бұрын
Thank you very much for your lecture, good to very basics.
@engineerashfaque
8 ай бұрын
why summation of column stiffnes while overall difflection will be 6EI/l^2 @ top level?
@selfenquiry456
4 жыл бұрын
U r amazing sir 🥰🥰🥰
@Ashokkumar-lb9zr
8 жыл бұрын
sir your explanation is good sir
@ChaithanyaVarada
6 жыл бұрын
the matrix expression given in static condensation process is not possible. kindly correct it sir. i think it must be A-C^T x D^(-1) x B^T
@rishi7806
6 жыл бұрын
Chaithanya Varada yes it's also not possible to multiple the matrix cause B is 1×2 order...
@shubhanshuyadav4081
5 жыл бұрын
can anyone tell tell me how k11 became 24EI/h3
@KUMARSHANTVEERAYYA
3 жыл бұрын
Sir, please explain how to calculate the stiffness of a multistory structure and also please explain why should we consider antilock wise moment
@Priya-ty9pf
3 жыл бұрын
Can anyone please explain at 13.35 minute how did they get degree of freedom as 3??.It would be helpful
@faizanshaikh6036
2 жыл бұрын
In fram how u said 4 node
@arjunbasnet852
5 жыл бұрын
Sir , is it wrong that 3EI/L3 in calculation of stiffness for unit deflection slide and during calculation of stiffness for frame as 3EI/L3+3EI/L3= 6EI/L3
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