Видео

Sir Your way of explanation 💪

Pls send can I get the video in English 😢

Pls sir why you are not doing your videos in English

Sir steel tank pr full video

CAN YOU PLEASE DO THE VIDEOS IN ENGLISH? OR ATLEAST ADD ENGLISH SUB TITLES?

Best video ❤

I wonder how much passionate U r in the field of teaching...U r great sir 🎉 2024❣️ fighting 😩

Nshhzyshsonsshj2n1

Amazing , part 3 needed

Hawaa k Jokee se Thank You so much Sir Nice Explain Sir Ji ❤

Sir Flexibility method ka video kab tak aaega ? Please sir jaldi upload kar dijiye 5 days m exam h

3 storey tak ka solution kar k dekia na sir

please brief base plate design because its not enought data available

Thanks ❤

Sir is it ok for sppu and how can we draw BMD

Sir iska next part kidhar upload hai plzz share the link Very needy for me 👍👍🙏🙏🙏🙏

54:39

sir please give me any contact number or email id by which i can contact you , its really important

sir , upload the next part please examination is going to be held in 2nd week of Feb

Sir step..staying. how to provide size of stay use area

One of best video and explanation I ever seen thank you so much 🙏

Em very thank full to u sir. For understanding the portal method❤❤❤❤❤

Thankyou sir

❤❤❤

Thanks for explaning in easy way...❤ was finding confusing before

Ze =6.22×10^4 not 10^3

Nice explanation ❤

May I get ur number sir ?

Good video but taking too long to explain. It would be better if you had tried to explain faster without getting stuck in simple things for way too long

Also thanks to Pankaj Punase sir for sharing video link

Good Video Thank you very much

hamare master bhi yahi video dekhte hai 😂😂 jai ho sir aapki

Sir please check the moment at x3 section it's gonna be 1013.82 kn-m kindly do the needful

Very Well Explained Sir.. Thanks a Lot. And One More Request that Plz Make the Vedio on Design of Foundation for Chimney

sign convention mein confuse hua pada hai

Sir ji agar 3 unit area rha to kya krenge

-Fe×7/2 hoga step 5 me 🎉sayad

Step 5 me sab me - minus × krn hog na

Gf kasam bahut accha bataye h ....❤❤

Sir, best videos on Archs .

moment at end of columns mising sir

Thank you sir 😊

1 hi baar ma samajh aa gya❤

Nice concept

,👍👍👍

Labour quantity kaise nikalte hai sir

Moment at section 3-3 is 1013.816kn-m

1/3 means

Point of contraflexture, is where the bending moment is maximum and shear force is minimum or the sfd changes it's sign

Sir , please continue to upload videos. You are excellent sir ji😊😊