Thank You So Much Ganesh Sir ..🎉🎉 I have completed my Deegre ❤ ..... Aap theory Stracture Bahut Achhe se Padhate Hai ... Aapko Hamesha Yaad Karunga .... Love You Sir 😍
The moment at fixed support which is far end will be M/2 ( 2EI/L) in accordance with Carry Over theorem. I don't understand why are u taking it as zero.
Brother fixed pe bhi half of EI hi transfer hoga yrr due to carry over theorem and isse related Engg Services m bhi ek question aa rkha h....and vaha bhi half of EI leke hi solve kr rkha h🤗 plzz correct
Thanks a lot....
Itna intrest to class me nahi bna jitna aap k video dekh kr bn gia...
Good job 👍
BHAI SA 2 Clear ho gaya...Your videos was helpful.Thank you😇
Thank You So Much Ganesh Sir ..🎉🎉 I have completed my Deegre ❤ ..... Aap theory Stracture Bahut Achhe se Padhate Hai ... Aapko Hamesha Yaad Karunga .... Love You Sir 😍
Thank you sir....it's really helpful
Bahut masst pdhate ho sr ap THANKS
Plz strain energy method pr v video bnao
The moment at fixed support which is far end will be M/2 ( 2EI/L) in accordance with Carry Over theorem. I don't understand why are u taking it as zero.
Ye Pagal ho gaya hai.When far end is fixed then moment induced is half of applied moment. When hinged then zero.
Thanks sir very good teacher👌
Mashahullah bro your video is really helpful i am really aperacite you
Vry good bayya....a lovely class by u ....!👍👌👏
Could u make an example with elastic failure?
Bahut badiyaa bhaii 😍
Thank you !!!
Outstanding 🎉
Can you pls show one problem on internally hinged beam using stiffness matrix method?
Sir, cam you please tell which book you followed?
aapka ye video gate ke liye helpful hoga kya
Thank you so much sir
Thankss for this
Thank you
Brother fixed pe bhi half of EI hi transfer hoga yrr due to carry over theorem and isse related Engg Services m bhi ek question aa rkha h....and vaha bhi half of EI leke hi solve kr rkha h🤗 plzz correct
Nice presentation sir , but will you please make a file folder link using goole docs ?
Deflection diagram clockwise moment k lie
1.) Jb 2 support h
2.) Or jb 3 support h
To alag ku h ??
Very good
Consistent deformation method pr video plz sr
Sir i have a doubt please can you clear it
Sir aap structural design 2 aur 3 ki series kab chalu karenge
sir please continous beam ke par video bana dijiye
is direct stifness method and stifness matrix method same? please reply.
Yes
Nhi pasand aaya to dislike but q nhi pasand aaega bhiya ... everything is clear ...
Wrong teaching
sir please send me SA-2 PDF which ever you have been explained in videos...iff available..
yes please bhaiya. It will help us a lot.
Yeah it is helpful
sir plz upload mdm sway frame before 15 plz
Stiffness approach method ka lecture lo plz sir
Sir apke hand written notes kha milenge jo ap pdate ho lecture mai
GREAT
Sir pdf download process kya h
I think something is wrong in explaination.
Good day sir, can I get English version? I don't understand your language
Flexibility method by conjugate beam method🙇🙇🙇
SS bhavikatti...... Book will solve your problem
Pls provide pdf bro
7th step kaise Karein Bas ye samaj nagi aaraha Bhai
It's a Simply Matrix Calculation, 1-2 solution video Dheko problem ke Samaj jaiga
☺
3.2 me glat hai bhai
Galat padha rha bhai
Hnn
Tum video banate jao
Me dekhta jaaunga.
Jab me AEN ban jaaunga to.
To Kya moz masti krunga, ghumunga phirunga ghapaghap krunga or kya
😂😂😂😂arey bhai present m jeelo filhal😂
Ghappa ghap mtlb
Overhanging beam ka bhi ek video daldo sir
Thank you
Thank you