Moment Distribution Method for Analysis of Beams - Problem No 1

[@souvik.fingtore]

Brilliant tutorial......very much appreciated you for easy to understand.This tutorial is better explain than a college classroom lecture......!
lots of love from JADAVPUR UNIVERSITY

[@gideonmuratha3703]

You have saved my semester....

[@sujatarajak2187]

saved my semester

[@atiimdemcinderella6158]

Good bless you ❤ love from Ghana 🇬🇭

[@VickyKumar-lu4pe]

Thanks

[@globaltrader24]

At 17:53 why sf at c is zero please wxplain

[@venkatsaimendru6397]

Well explanation sir....

[@zahidullahutmankhil3150]

I do not know why, but the ETABS results are different.
Maybe the etabs results are greater because it considers the weight of the beam as well.
Nice work man, and the picture of sir Darwin is making me more curious...

[@hanazerefu232]

thank very much it is simple and easy to understand thank you for update these videous

[@iitian8411]

Best explanation 😇🥰🥰

[@kking7735]

Amazing work, I owe you a lot!!!!!!!

[@rorywilson656]

This is wonderful, thank you!

[@அங்காளேஸ்வரன்சிவில்]

Thanks for your valuable teaching 😊 it was more helpful us🙏

[@sumisap7444]

The relative stiffness is quite different form other formulas such as I/L and 3I/4L
Whats the difference

[@engineermichael5061]

I have a question,, moment distribution method and three moment theorem,, should they give the same result ,,

[@Stanacademy]

yes. check the description to see the links to see the same problem analysed by 3 moment theorem

[@ryzengaming4421]

Nice explanation thnk you

[@basaksoyluu]

I have a question, in 19.00 , shouldn’t free moment diagram for span AB be : Wab(a+I) / 2Lsquare ??

[@madushikalakshani9963]

best lesson ❤️

[@VickyKumar-lu4pe]

thanks sir very helpful

[@Stanacademy]

Thanks Vicky for your comment and contribution.

[@adityasharma11057]

Respected Sir,
Sir, is it necessary to analyze Beam by M.D Method by Finding Shear Force values and drawing SF Diagram, Free end moment and Fixed end moment values and then draw its Diagram also
Same for Frames

[@Stanacademy]

Yes you have to draw shear force and bending moment diagrams. But No need to draw free moment & end moment diagrams. You can draw bending moment diagram directly

[@SumaSuma-ig9xq]

Thxs sir 🤝

[@DANIELBAPTISTALEGASPI]

can i have your powerpoint?

[@an-engineer_366]

sir please provide paf of this classs🙏🙏

[@mihrabanjabar1607]

Thanks 🙏 ❤️❤️

[@MUDAVATHMANOHAR-n6o]

Thanks for savior

[@ganeshdevadiga9095]

Very nice

[@fathima-1]

How the stiffness became 4EI/L

[@fathima-1]

Its I/L

[@sugar9608]

Whii tooo!! We calculate "relative stiffness" in the table and not "stiffness".

[@ebenezeryeboah6780]

Thanks sir

[@siddharthjaitwar406]

Please this video in Hindi language

[@daniel._.574]

Goat

[@INGCHINGGO]

❤❤😊