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definately MUST watch SeriesThankyou for uploading it !!!
Thank you very much for your lecture, good to very basics.
U r amazing sir 🥰🥰🥰
can anyone tell tell me how k11 became 24EI/h3
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
Chaithanya Varada yes it's also not possible to multiple the matrix cause B is 1×2 order...
sir your explanation is good sir
why summation of column stiffnes while overall difflection will be 6EI/l^2 @ top level?
Sir, please explain how to calculate the stiffness of a multistory structure and also please explain why should we consider antilock wise moment
Can anyone please explain at 13.35 minute how did they get degree of freedom as 3??.It would be helpful
In fram how u said 4 node
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
12:14 / 28:03
definately MUST watch Series
Thankyou for uploading it !!!
Thank you very much for your lecture, good to very basics.
U r amazing sir 🥰🥰🥰
can anyone tell tell me how k11 became 24EI/h3
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
Chaithanya Varada yes it's also not possible to multiple the matrix cause B is 1×2 order...
sir your explanation is good sir
why summation of column stiffnes while overall difflection will be 6EI/l^2 @ top level?
Sir, please explain how to calculate the stiffness of a multistory structure and also please explain why should we consider antilock wise moment
Can anyone please explain at 13.35 minute how did they get degree of freedom as 3??.It would be helpful
In fram how u said 4 node
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
12:14 / 28:03