Lecture 4 : Determinate and Indeterminate Structures

[@VinayakPadarha281224]

You are a very interactive professor, thanks for being there! The kind of education many educated yet not effective professors are providing here and there is all bizarre. But people like you are still there to help students like us, which is a real blessing!

[@rohithraj8589]

FROM FBd of DB DISTANCE BETWEEN INTERNAL HINGE AND ROLLER OF B/2

[@Golden_Era_]

Superb...🙏 No one can explain better than you sir.... thank you very much...

[@surjagain]

Thank you sir for the insightful and interesting lectures.

[@chetanh3882]

Sir upload structural analysis 2 all videos of IIT khargpur or any other IIT. It is very good that IIT's replacing old videos by new ones And also add all new concepts of structural analysis , please sir

[@risky_world5692]

It's there just search it

[@niteshnit-b663]

You can find these videos at nptel.ac.in

[@milonadhikari1897]

Sir beam that u have taken to demonstrate the indeterminate to determinate structure is actually an unstable structure. Please correct me if i am wrong

[@shreya8082]

Exactly

[@NaveenKumar-kx5bt]

Very good explanation Sir

[@bhooshan25]

Content is great but volume is bit low

[@Northstar66]

Thank you Sir

[@syedqasim7867]

For M X= 35x-5x^2

[@milonadhikari1897]

Thanks

[@unknownthings-gw2ry]

In the eg where hinged support are used.why u use at portions DB the distance is b . In my view the distance between BD is half of b

[@abshaw1978]

Prashant, yes there is a typo. Please take the correct value while solving the example. However essence of the concept will remain same. Thanks.

[@vishalnegi7616]

Love you 😘 sir

[@aerodynamico6427]

"If you, if you, if you, if you, if you...." Yes. yes, yes, we heard it! STOP!

[@whichyoutuberami8500]

Sir, please advise good text book for structural analysis.

[@structuralanalysis-i947]

1. Devdas Menon, Structural Analysis, Narosa Publishing House, 2008. (ISBN: 9781842653371) 2. Hibbeler, R. C. (2002). Structural Analysis, 6/e, Pearson Education 3. Norris, C.H., Wilbur, J.B., and Utku, S., Elementary Structural Analysis, McGraw Hill 4. Wang, C.K., Intermediate Structural Analysis, McGraw Hill, 1983

[@syedqasim7867]

Gud mrng sir, while calculating bending moment for section A to C, why the moment M A is not considered.

[@risky_world5692]

It is considered as +ve moment Ma

[@aerodynamico6427]

Your cursor is flying all over the place and is EXTREMELY irritating and distractive.