Deflection of Beams || Double Integration Method_Cantilever Beams || Lecture 3

[@jagritithakur8654]

Best Teacher on yt!!!!

[@felixtorres9068]

I got the answer on Chegg but there was not a deep explanation. I believe, if I am studying Engineering, I should understand it. This explanation is amazing. Thank you professor for your great effort.

[@aakashyadav2711]

You forgot to add a negative sign infront of the deflection equation but it's on the notes. No worries

[@pointlessV369]

Negative sign use in cantilever beam because it's presenting logging condition

[@ritulshrivastava1729]

If we have considered the moment of wl load then why are we again taking moment of wx load ? In case 1 Pls answer

[@ishandesai7811]

In case 4 the length in which load distributed was 'a', where as in case 5 , the load from down is on '(l-a)' , so I think in case 5 , we need to interchange 'a' and 'l-a'

[@viratreddy5672]

At 37:15, you forgot to add Negative Sign to the whole Deflection equation

[@dv07status42]

Fully explained thank u sir😍😍😍😍😍😍😍🙏🙏🙏🙏

[@virajmusictv]

You have god level explaination 🙏

[@jaigurudev2291]

At 34:70 if you have taken sign minus out then there should be plus inside and sir if we are taking uniform loading from down isn't there be any change in sign

[@aayupatel28]

Sir I have been going through your videos on fundamentals of mechanical engg. .. absolutely fantastic..

[@ManasPatnaikofficial]

Thanks a lot Aayu.... Stay blessed and keep working hard....... My best wishes are with you

[@aayupatel28]

@@ManasPatnaikofficial thanks a lot sir..

[@kvbrajugajjala4093]

If the simply supported beam carrying UDL and it's deflection is y, then if length of span is doubled .what is the deflection at the centre ,if UDL is same?

[@dv07status42]

Sir maine apka isometric projection ka video dekha tha Aur video se mai iti fitter ke 1st ke exam pass ho gaya Thank u sir Love from Bihar #Muzaffarpur

[@ManasPatnaikofficial]

Mere shubhkamnaayein hamesha tumhare sath hai...... Khoob tarakki kare aapne jeewan me......

[@avinashbattula6668]

Sir please tell me how to take moment (Mx) anti clockwise at section

[@habibrehman2195]

Thank u sir.... u are a great teacher

[@SiddharthSingh-qh5wn]

Sir UVL ka case v krwa dijiye

[@jaigurudev2291]

Can you zoom out while writing sir as i have low amount data and i face difficulty as i have to take it long...

[@ironsmasher4211]

Thanx for the concept sir. it will be more helful if you upload some practice questions from ese and gate papers... Please provide info to join your classes on other topics too.

[@17-d.chandrasekhar42]

Sir how to calculate deflection curves on Mx excel could yu please explain.

[@ManasPatnaikofficial]

Yes that can be done

[@17-d.chandrasekhar42]

@@ManasPatnaikofficial sir could yu please explain. 🙏🙏🙏

[@vinay4334]

Sir yaha slope theta b, x=L liye hai or Concentrated load at free end k liye slope :x=0 Liye hai samaj ni aya 🙏🏻

[@pravallikamuddana1128]

Sir can you send a notes on case 5

[@vikashkushwaha6109]

Keep supporting us

[@dr.manmohansoni6807]

Nice

[@vikashkushwaha6109]

Thanks a lot sir

[@harshaloptimistic4520]

thank you so much

[@ManasPatnaikofficial]

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[@anirbandey5340]

Why is your every drawing video in 1st angle projection?? While the whole world works on 3rd angle projection?

[@a36akshatdubey62]

It's Indian System bro and is easy to understood