Thanks very much for your explanation it's really great.. very simple and easy to understand.... I though noticed one thing coz from what I know.. when you have the moment and you integrate it what you find is the slope and not the deflection... You find the deflection when you integrate the moment for the second time.. so I wonder how u named what you were solving as deflection and not slope since you were only integrating once
Yes you can take... You can follow any sign convention but keep this in mind, depending upon that your deflection sign will change, as in downward deflections will become negative and vice versa.
One of the best lectures on Virtual Work method
Thank You Sumit.....
This is the only video that made me understand the concept. I love you 😭
Your explanation is incredible!
Virtual Work Method explained in a very simple approach. Thank you
ruclips.net/video/fRyUf-GY754/видео.html
Sir please make some more video on this method... a very good approach to find out deflection..
Good Presentation and preparation, thank you very much
It's very clear bro and we waiting for part 2
ruclips.net/video/fRyUf-GY754/видео.html
Thanks very much for your explanation it's really great.. very simple and easy to understand....
I though noticed one thing coz from what I know.. when you have the moment and you integrate it what you find is the slope and not the deflection... You find the deflection when you integrate the moment for the second time.. so I wonder how u named what you were solving as deflection and not slope since you were only integrating once
Thank you Bro, Bro can you please make the videos topic wise , like your first lecture .....Besic elasticity , Bending,Torsion .....like that
exallent lecture
Wating for your next lecture sir
aWesøme one $ir........👌👌👌👌👌
Pls do some videos on computation of vertical displacement
Thanks good explanation
Nice one 👌
Can you discuss a problem with UDL over only a certain portion of beam and that is too in the middle?
Draw equivalent diagram for that or use moment area method
sir please make some more videos on structures
Best🦋♥️😍🔝
ruclips.net/video/fRyUf-GY754/видео.html
Where's part 2 ??
Pls do videos on KTU syllabus
Sir plzz upload further videos
Nice sir
Great lecture, can you recommend a textbook for me please for strain energy method
Structural analysis by Aslam kassimali is a good book
Sir thank you very much
sir, please upload the problem on truss to get deflection at any section by unit load method
thanks alot sir ....
Sir make a video to find out the slope
THANK YOU
Why new videos come for structure???
Please try to make fast🙏
Sir where is 2 nd lecture please upload it as early as possible..
thanks so much
Can I take opposite to your sign convention
Yes you can take... You can follow any sign convention but keep this in mind, depending upon that your deflection sign will change, as in downward deflections will become negative and vice versa.
Sir any video deleted from last few hours?
Sorry for inconvenience.... Now this video is the final one.....
Prateek Tyagi okay
Are sir aap bhaut zyda ek he bt ko repeat krte ht... Point pe ni aate sidhe
Its urgent sir
Hindi bol lo angrej chala gaya hai