I never posted a comment on UA-cam . 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?
You are welcome please share my videos with your friends ua-cam.com/play/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R.html Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
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?
@@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?
A Semply a Supported beam of Span 6m carries a Point load of 4KN and 2 KN at a diatance 1 m and 3m from the left end of the beam. Draw SFD & BMD and Calculate Max. B.M.
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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
I never posted a comment on UA-cam . But your explanation deserves it ⚡.
Hope your video reaches out every student who are struggling to understand the SF and BMD 😊.
Highly recommended video for this subject
Thank you please share my videos with your friends
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 🇬🇭
Thank you so much sir for this awesome video.
Crisp and useful content 🔥
Thank you sir
finally I understand
I not understand in college and coching. but your one video 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏
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
Aww God bless you you have given us a better understanding
Nxt sem in b.tech 🙏 solid mechanics, to be continued sir
I don't understand the sign convection
Very good
Good technique for teaching
we required new videos as like this
why SF at A is not zero? I mean why we ignoring RA while calculating shear force, please reply sir
Excellent explanation
Thank you sir
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
Thank you sir,more enjoyable and easy from your step by step explain
@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
Very helpful. Amazing teaching
Hello sir, i'm student Civil . When i see this video i 'm very clear .Thank you
Here comes eng student 2hr before exam🤣🤣
Very good lecture sir
Very helpful video and clear explanation
More engineering students coming in few hours to exams 😅
Aap jaisa duniya me koi bhi nahi
You are appreciating me or depreciating??
Great explanation,
You are a LEGEND. Thank you so much
Please support the channel via "super thanks"
Super sir go onnnnnn thanku your valuable videos
You are welcome please share my videos with your friends
ua-cam.com/play/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R.html
Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
Ur way explanation very nice it's very useful us
Can u plz tell how prepare this subject
Most of teachers confused us thx too you
ua-cam.com/video/fRyUf-GY754/v-deo.html.
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?
I really enjoy it sir, please also teach deflection of beam please
Nicely explained
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Thank you sir.. Best easy process for us.... Thank you very much sir 🙏❤️🙏
ua-cam.com/video/fRyUf-GY754/v-deo.html.
Thank you soo much sir the way you explain the problem that was simply bro thnks ones gain bro
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Hi teacher I like your class 👍👍🌹
👌👌Explanation Sir...
Thank u sir...
You are welcome please share my videos with your friends
Thank you for the good teaching . I’ve learnt
Extremely helpful
great explanation 🔥Thank you so much
I am here about 3 hours left in exams engineers 😂
Thaq Sir, good explanation and explained in a is way to understand
ua-cam.com/video/fRyUf-GY754/v-deo.html.
This just saved my life. I'll be damned if I dont leave a kudos comment to you! while also liking and subscribing!
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?
@8:32 SF at A is 4-4=0KN
11:20 check this exp bro
#cstechguruji nice content
Me 1 hour away from a test
Sir in sagging we should take sign as positive then how u took it as negative?
It was very helpful 👍
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Thank u very much.... From the depth of my heart.
You are most welcome please share my videos with your friends
Why you take sf at a is 4.
RB is 4kN
Sir u had explain very good
Thank you please share my videos with your friends
Thank you❤
excellent🎉🎉
Thank you so much!!
Well Explained !!!
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.
Nyc
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.
Helped alot thank you😁
Can you plz take some moments diagramm?
Thank you brother
Helpful ☺️
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Thanks
You are welcome please share my videos with your friends
Today is my exam and leaning the concept now so I can fill my paper irrespective of the question
Super thanks 🎉
Bahut bahut thanku sir
Thanks u sir
Thank youbso much brother
Everything is fine apart from the shear force at point A, why didn't we add RA??..
2 day before exam
SAME TO ME ALL THE BEST BRO YOUR EXAMS 😊👍✨❤️🩹
SF at b I take it as +4 is it right or wrong ????
Thanks 😊
why there is no force between E and A can’t you see there is a reaction force of -4KN
Sir clock wise po+ kada anty clock wise ne-kada
Ma sir ila chapparu
In any source exists?
How could shear force at a become positive in 8:49 since it is upward reaction
Clockwise sf about a section is positive
Tq sir very well explained
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Please cross-check that bending moment at c
good explain
Thank you very much sir
In S.F sign is positive when act from downward side and when force act from upward that is negative
Hatts off you sir 🙏🙏❤️
Nice 😊
👌👌❤sir
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Sir majha he examples sodavun denar ka
appreciated
Come on guys one day before exam✌️😂
Very nice sir... It's very easy.. thanks 😊🙏
Sir next video on factor of safety problem
Please refer my videos on Strength of materials
@@ReferenceBook p L l L lĺp lollipop loop loop loop loop llooplooploop ĺ
Super sir tq for ur help
You are welcome please share my videos with your friends
@@ReferenceBook I already share with my friends
@@statuskaraanonlymv592 ok thank you
Thank u so much
🤬🤬🤬🤬
SFD galat bnaya h
Sign convention galat liya h usme
SFD mein BMD wala sign convention use kr daala h🤬🤬🤬
Tnq🥰
Thank you sir 😊
ua-cam.com/video/fRyUf-GY754/v-deo.html.
How Sf at A stays 4?? It is coming zero
A Semply a Supported beam of Span 6m carries a Point load of 4KN and 2 KN at a diatance 1 m and 3m from the left end of the beam. Draw SFD & BMD and Calculate Max. B.M.
thanku very much sirji
THANKYOU sir..
super sir