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!
Sir please make some more video on this method... a very good approach to find out deflection..
Virtual Work Method explained in a very simple approach. Thank you
ua-cam.com/video/fRyUf-GY754/v-deo.html
Good Presentation and preparation, thank you very much
It's very clear bro and we waiting for part 2
ua-cam.com/video/fRyUf-GY754/v-deo.html
Wating for your next lecture sir
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
aWesøme one $ir........👌👌👌👌👌
exallent lecture
Pls do some videos on computation of vertical displacement
sir please make some more videos on structures
Nice one 👌
Thank you Bro, Bro can you please make the videos topic wise , like your first lecture .....Besic elasticity , Bending,Torsion .....like that
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
Best🦋♥️😍🔝
ua-cam.com/video/fRyUf-GY754/v-deo.html
Great lecture, can you recommend a textbook for me please for strain energy method
Structural analysis by Aslam kassimali is a good book
Sir plzz upload further videos
Where's part 2 ??
Pls do videos on KTU syllabus
sir, please upload the problem on truss to get deflection at any section by unit load method
Nice sir
Sir make a video to find out the slope
Thanks good explanation
Why new videos come for structure???
Please try to make fast🙏
THANK YOU
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.
thanks alot sir ....
Sir where is 2 nd lecture please upload it as early as possible..
Sir any video deleted from last few hours?
Sorry for inconvenience.... Now this video is the final one.....
Prateek Tyagi okay
Sir thank you very much
thanks so much
Its urgent sir
Are sir aap bhaut zyda ek he bt ko repeat krte ht... Point pe ni aate sidhe
Hindi bol lo angrej chala gaya hai