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Thank u sir for ur easy explanation

One of the best video i ever watch ❤ Thank you sir

How we calculate Mb value

FEM subject pdf send me sir pls 🙏

Sir send me a document on this method numerical problems pls

Good explanation sir .. Ur way of teaching is Nice 👍

in cycle 1 it is 74.7 not 74.4

your mail adress ?

in side sway it is 9/16 na sir

K = 4EI/L not 3EI/L

Equation solution is true

Good explanation for the forces, please cover the support reaction part for this, or share the link if you already uploaded. thanks Saquib

Sir why we omit live 12 kN at both adjecent span of beam BC while calculate fixed end moment?

Sir, What is difference between Moment Distribution method and Substitute Frame method? Do we ignore column stiffness in simple M.D. method which results uneconomical beam design compare to column stiffness method? In substitute frame method we consider column stiffness which produces economical beam design. Please correct me if i wrong.

Sir, I didn't understand the Axial force part.

Thanks a lot sir ❤

13:05 BJ 😏

thank you sir ,much appreciated <3

Very helpful sir thank you......your explanation is amazing 😍

Poor audio. Please reupload

Thanku sir ❤

Thanku sir ❤

Super sir

How o.176v o. 294

Clear explanation sir thnk u a lot sir

Good teaching

thank you these video help me a lot. Gracias :)

Thank you so much sir it helped me a lot

Amazing presentation! the only downside is the lack of sound and practical calculation, I hope sir will keep optimize!

Thank you so much sir

Thank you so much

Sir pls add design of rcc tank it is very helpful to semster xam

Thnkuu sir

Is 28.33 right answer for 1 storey ...... moments at the end of the beam

Very nice lecture sir

Excellent sir Best Lecture

Thank you Brother

it helped me in my college mid-sem

Sir how you got the moment for BC span as 90.6 when there is two moments -90.6 and 90.6

0.2 * 30 = 6 sir

Thanks you so much sir superb!!

Sir can we take stiffness I/L for fixed end

Please tell sir what we take the value of ei?

How to take direct value of ( v) 58.64 just simply explain sir

Tq so much sir

thank you sir you help me alot

What about column moments sir. V.M.RAJAN

Its easy to understanding sir.. Nice video👍

nice

good going mamag keep it up