The slow and steady explanation from you really gets all the information into my brain. University professors are highly qualified but somehow I feel they have lost all that teaching skill. I am studying in India's one of the premier institutions but somehow I never understand what they teach. You are videos are really helpful for someone like me who is a slow learner. Thanks and Good luck for your UA-cam career.
Hy brother, I love all the lectures that you give and all are very useful. I am an undergraduate student who needs the same material as you explained precisely. Much appreciated brother...
![Overhanging Beam: Shear Force and Bending Moment Diagram [SFD BMD Problem 3] By Shubham Kola](http://i.ytimg.com/vi/uGqQADFkWfo/mqdefault.jpg)
The slow and steady explanation from you really gets all the information into my brain. University professors are highly qualified but somehow I feel they have lost all that teaching skill. I am studying in India's one of the premier institutions but somehow I never understand what they teach.
You are videos are really helpful for someone like me who is a slow learner.
Thanks and Good luck for your UA-cam career.
Also, please make a video on the Design of Keys and Design of Springs.
You are doing a great job sir keep on moulding students
Hy brother, I love all the lectures that you give and all are very useful. I am an undergraduate student who needs the same material as you explained precisely. Much appreciated brother...
Thank u so so...... much sir u r so great aapne concept ko achhe se samjhaya
Thank u sir
It is very useful for us..........I recommend ur videos to my frds also 🙂
Thank you
Thank you sir, it is so easy process to calculate the SFD and BMD ❤️
You are welcome. Please consider " super thanks " to support the channel
Thank you for the help bro
Bro excellent teching
Thank you Sir! I really appreciate you
Where did moment go in fixed beam
Nice explanation bro
Why is the shear force diagram positive instead of negative....pls am confuse
Is it 53knor43kn
Wonderful teaching...😀😀
Thank you please share my videos with your friends
Nice teaching sir🙏
Thank you so much.
Explain a problem with uvl
How -33 point is lower than -40
Wl^2/2. Formula where are you use?
Did you find out where to use that formula
Could you also kindly answer the question i posted in the comments if you know the answer
Thanks 🙏🙏🙏🙏🙏🙏🙏
Isn't there a reaction force in cantelevr beam at point A
that is attached to a fixed wall ,so no.
How to make in a stadd pro..
Thq sir for such an explanation....
You are welcome please share my videos with your friends
Thank you and love you sir
You are welcome please share my videos with your friends
Enni rojulu ekkadunnav anna 💖
Nee lanti students daggare vunna Tammudu... All the best
force acting Vertically upward should be +ve
For a cantilever beam force acting up wards is negative sir
Excellent teaching sir.... Tqsm
You are welcome
Thanks 🤗
www.youtube.com/@pravinspatil
Acha smjhaya h
Thank you please share my videos with your friends
B.M at A=-53 KN ; please reform it.
Yes
Super explaining
At A BM is 33, but at E BM is 40, then how it goes down
That is -53 not -33
-56 not -33
All are explain exhalent but I need one uvl with spb
Thank you teacher
You are welcome please share my videos with your friends
Nice
Thank you please share my videos with your friends
@@ReferenceBook ok sir
Thanks bro
🥳🥳🔥🔥🔥🔥
Tqsm sir
I have found a best mos class
Thank you please share my videos with your friends
Thank you sir 🙏🙏
You are welcome please share my videos with your friends
Yfdr
Tq sir
You are welcome please share my videos with your friends
🙏👍👍
Kannada language plsss
Emergency
bhai hindi bolne mai sharam kyu aa rhi hai hindi bolo naa sirr
Your teaching is not smooth
Thank you sir
You are welcome please share my videos with your friends