I never posted a comment on RUclips . But your explanation deserves it ⚡. Hope your video reaches out every student who are struggling to understand the SF and BMD 😊.
Hello boss you have done ✅ a very good work for you've explained to my understanding such that I can now deal with such questions. Thank you very much am very greatfull. Am in 🇬🇭
@7.07 4KN force was acting upward so negative. @7.52 4Kn force was acting downward so it should be positive. How did it change its sign? We consider hogging and sagging concept in Moment calculations but what is the concept behind taking clockwise and anticlockwise in shear force consideration?
Sir thank you so much 🤗☺️. You are indeed a life saver 😉. Please I want to ask if the forces acting upwards can also be expressed as positive and moment in anticlockwise direction can also be positive?
You are welcome please share my videos with your friends ruclips.net/p/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
@@prannoychand2669 it is because the forces acts in that way to balance themself just remember that whenever you r exerting upward for on one side it is -ve however on the other side you need to consider it positive.
Sir at point A u have a reaction support of 4KN and it is in upward direction which means it will be -4. why didn't u consider that support reaction while calculating SF at A?
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Here comes eng students one day before exam😂
LMFAO that’s me right now I have an exam @ 9am it’s currently 00:12
Sahi bole bhai
Mera bhi kal exam h
Haha so true.
🙆
4 hours before the exam
Highly recommended video for this subject
Thank you please share my videos with your friends
I never posted a comment on RUclips . But your explanation deserves it ⚡.
Hope your video reaches out every student who are struggling to understand the SF and BMD 😊.
Thank you so much sir for this awesome video.
Crisp and useful content 🔥
Hello boss you have done ✅ a very good work for you've explained to my understanding such that I can now deal with such questions. Thank you very much am very greatfull. Am in 🇬🇭
why SF at A is not zero? I mean why we ignoring RA while calculating shear force, please reply sir
Aww God bless you you have given us a better understanding
Very good
Good technique for teaching
we required new videos as like this
@7.07 4KN force was acting upward so negative.
@7.52 4Kn force was acting downward so it should be positive. How did it change its sign?
We consider hogging and sagging concept in Moment calculations but what is the concept behind taking clockwise and anticlockwise in shear force consideration?
I was wondering the same thing
Excellent explanation
Thank you sir
Thank you for the good teaching . I’ve learnt
Nxt sem in b.tech 🙏 solid mechanics, to be continued sir
I don't understand the sign convection
You are a LEGEND. Thank you so much
Please support the channel via "super thanks"
Thank u very much.... From the depth of my heart.
You are most welcome please share my videos with your friends
SF at b I take it as +4 is it right or wrong ????
Very helpful. Amazing teaching
Thanks for your video sir. Super ga chepparu.
Clear explanation for beginner like me. Good explanation sir. Thanks a lot.
You are welcome please share my videos with your friends
You can watch my playlist in which i have started tutorials of sfd and bmd right from begining
Thank you sir
finally I understand
I not understand in college and coching. but your one video 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏
Thank you sir.. Best easy process for us.... Thank you very much sir 🙏❤️🙏
ruclips.net/video/fRyUf-GY754/видео.html.
I really enjoy it sir, please also teach deflection of beam please
great explanation 🔥Thank you so much
Sir thank you so much 🤗☺️. You are indeed a life saver 😉.
Please I want to ask if the forces acting upwards can also be expressed as positive and moment in anticlockwise direction can also be positive?
Thank you sir,more enjoyable and easy from your step by step explain
Sir in sagging we should take sign as positive then how u took it as negative?
Very helpful video and clear explanation
Helped alot thank you😁
Great explanation,
This just saved my life. I'll be damned if I dont leave a kudos comment to you! while also liking and subscribing!
Thank you sir your explanation is very well for me ..... Now this is easy for me to do the math 🙂❤️❤️❤️
" Super Thanks " please...
@@ReferenceBook
math?
Thank you soo much sir the way you explain the problem that was simply bro thnks ones gain bro
You are welcome please share my videos with your friends
Sir what if we take shear force from A It's not same answer as point b.. Plizz explain
In any source exists?
Thank you❤
Well Explained !!!
🤬🤬🤬🤬
SFD galat bnaya h
Sign convention galat liya h usme
SFD mein BMD wala sign convention use kr daala h🤬🤬🤬
Sir because of ur video I did and passed on the mom exam
T q very much sir
You are welcome please share my videos with your friends
Super sir go onnnnnn thanku your valuable videos
You are welcome please share my videos with your friends
ruclips.net/p/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R
Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
Thank you so much!!
Most of teachers confused us thx too you
ruclips.net/video/fRyUf-GY754/видео.html.
At calculation of SF a it also has the reaction force of -4 kn , why it's not taken into consideration ?
can anybody answer???
@@prannoychand2669 it is because the forces acts in that way to balance themself just remember that whenever you r exerting upward for on one side it is -ve however on the other side you need to consider it positive.
Thank you brother
Ur way explanation very nice it's very useful us
Can u plz tell how prepare this subject
Aap jaisa duniya me koi bhi nahi
You are appreciating me or depreciating??
👌👌Explanation Sir...
Thank u sir...
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Thaq Sir, good explanation and explained in a is way to understand
ruclips.net/video/fRyUf-GY754/видео.html.
Sir at point A u have a reaction support of 4KN and it is in upward direction which means it will be -4. why didn't u consider that support reaction while calculating SF at A?
It's 4kN and then you subtract the 4kN to get to 0kN.
Try the example starting from the right.
Why you take sf at a is 4.
appreciated
Super thanks 🎉
why there is no force between E and A can’t you see there is a reaction force of -4KN
Hi teacher I like your class 👍👍🌹
It was very helpful 👍
Thank you please share my videos with your friends
Thank u so much
Thanks 😊
Thanks
thanks
I am here about 3 hours left in exams engineers 😂
@8:32 SF at A is 4-4=0KN
Can you plz take some moments diagramm?
Hatts off you sir 🙏🙏❤️
Tq bro well said 👍
Today is my exam and leaning the concept now so I can fill my paper irrespective of the question
Very good lecture sir
Thank you very much sir
Nicely explained
Thank you please share my videos with your friends
In S.F sign is positive when act from downward side and when force act from upward that is negative
Thank You Sir
Nice 😊
Everything is fine apart from the shear force at point A, why didn't we add RA??..
How Sf at A stays 4?? It is coming zero
Sir u had explain very good
Thank you please share my videos with your friends
thanku very much sirji
How could shear force at a become positive in 8:49 since it is upward reaction
Clockwise sf about a section is positive
THANKYOU sir..
excellent🎉🎉
Thank you sir 😊
ruclips.net/video/fRyUf-GY754/видео.html.
Helpful ☺️
Thank you please share my videos with your friends
Thank you sir 😍😍🙏🙏🙏
good explain
Bahut bahut thanku sir
Sir clock wise po+ kada anty clock wise ne-kada
Ma sir ila chapparu
Very nice sir... It's very easy.. thanks 😊🙏
Tnq🥰
Me 1 hour away from a test
Nyc
Thanks sir🙏
You are welcome please share my videos with your friends
Tq sir very well explained
You are welcome please share my videos with your friends
super sir
Thankyou sir
#cstechguruji nice content
thnks
Tq bro
Thanks A Lot 😍
You are welcome please share my videos with your friends
Come on guys one day before exam✌️😂
sir left side say to kuch or aa raha dono sahi hai kya kyu sfd ka to diagram same bann rha hai
ruclips.net/video/fRyUf-GY754/видео.html.
It's impossible to see the numbers.😪
No cheppandi sir meedi