Видео

thank u sir

Your dr. Degree Exactly matches your teaching style

Worst teaching

NICE SIR BEST

So helpful video

Good copy paste from book 😆

Sir can we write this same deriviation in DBATU University exam ?

I scrolled through 10 websites on the Internet and a few videos on RUclips, no one was able to explain it as simply and to the point as here.

nice explaination but lo quality

Sir why dW1 is half. We can take W1 as half. Also how W1*d∆1+1/2*dW1*d∆1 is equal to W1*d∆1. How is it possible, please explain it clearly sir.

Sahi sir apka ,hum hi calculate nahi kr pa rahe the

Jo aap answer laye h hum lagate h to aata hi nahi h

Sir y aap ka formula sahi nahi lgta hum ko prove krk batao

This is castiglano 2st theorem sir

explanation is very very helpful THANKS SIR🙏

THANK YOU SIR

Thank you so much sir ❣... a new subscriber for you❤😇

saved my sem thank you sir

🙏

Thanks 😊

Great sir

half ku kiya eq 1 me

Thank you 👍

Initial there is w1 so it makes deflection delta 1

Thank you so much, sir for this effective video

Statically indeterminate wsla bata do sir....... ye to easy hai

Good explain

Sir is there any easy method for derivation , I think it is very lengthy process

Informative sir👍👍

Sir aapne equation 3 4ke bad kya kiya smjh nii aya plz sir comment krke bta dijiye🙏🙏🙏

Thank you so much sir 🙏🙏💖💖 it was of great help to me ! Can you also uploaded sinking of support for rigid jointed frames

Very good explanation 🙏🙏

👍👍

Nice explained sir👍👍

Thank you sir

👌👌👌👌👌

👍👍

👍👍👍👍👍

Thankyou sir

👍👍👍

Tq sir😊

🙁 The video explains the flexibility method(force method) for analysis of indeterminate truss.. This is not Castigliano method...please ,request is to change name of video. Castigliano theorem says that deflection is equal to partial derivative of strain energy. I don't find it anywhere in the video.

Thank you,sir👍👍

👍👍👍

👍👍🙏

Nice video 👍👌

👍👍👍👍

👍👍👍

👍👍

Fabulous explanation sir