My friends have paid more than 5000 rs to tution and they didn't even cleared the subject and I watched your video and happy to say that I scored really good because of your video Just came back again to post this comment Want to tell you that keep going your channel is amazing Students like me need teachers like you who give deep explaination .
This is the best ever concept clarity for understanding sign conventions .. Was fed up of those useless clockwise and anticlockwise directions.... Thanks a lot..😃😃😃👍👍👍👍
You made my day sir. I was confusing about the direction of the moment either in finding the resultant force or in bending moment diagram. Your explanation was amazing. I got it after watching 5 You-tube videos. Thanks Mech Veda.
Sir apka video bahut achha tha ...Samjhh bhi aya lekin video ko baar baar zoom na kre beech me difficulties ati h.. Tq sir for this great sfd BMD solutions
Sir,while calculating sfd the last sf ie. At A we should add the force at A and the sum of all the remaining forces on the right side but u took that force same as at point F, why??????
Tq sir so it is helpful in all engineering students there is no tension and no go to tuition this video only see and grow your knowledge tq sir. I proud of you❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤
I was dead confused. They should rewatch their video before putting it online. I watched another video of the same topic and the whole concept was wrong.
Good example problem sir. Appreciation. Its better if you explain why we should take inclined line in BMD if there is horizontal line in SFD in terms of the differentials rather than saying it is the procedure. And also you said positive hogging sometimes while calculation BM. But a good one.
This video is awesome 👌 but there's some spelling mistake like most of the time hogging and sagging was spelled opposite... Rather than that this is so much helpful.
A simply supported beam AB of length 6 meter ,it carries a udl of 4 KN/m over a length of 1.5 meter from left end and 2 KN/m over a length of 3 meter from the right end ,akso it carries a point load of 5 KN at a distance of 1.5 meter from the right end .draw the SFD & BMD?
![Uniformly Distributed Load (UDL): Shear Force and Bending Moment Diagram [SFD BMD Problem 4]](/img/n.gif)
If this video is really helpful to you please support the channel via
" Super Thanks "
Video sahi hai sb thik hai apki language hard .. hai. Smjta nahi kuch .. ise accha hota aap hindi me . Explian krte
What is the supper thanks ?
'' Super Thanks '' sir...
Welcome eng students , a day before exam 😅
;(
😀
You got me 😂
Actually 1 hour before exam😂
Architecture student here 😂
one weeks worth of content in less than 30 minutes.Thank you
You are welcome please share my videos with your friends
Dhiyan dena tha lecture me sabh aya hota
👌👌👌👌@@ReferenceBook
God bless you sir, you've really helped me for my solid mechanics take away CAT🙏
Amazing content sir....you are an inspiration for us....i have learnt a lot from you and implemented in my own tutorials.
#haricseguru!!Nice video structuralanalysis1 & structural Design!!👍
My friends have paid more than 5000 rs to tution and they didn't even cleared the subject and I watched your video and happy to say that I scored really good because of your video
Just came back again to post this comment
Want to tell you that keep going your channel is amazing
Students like me need teachers like you who give deep explaination .
prayag pomaje thanks for your compliment. I require big support from students to grow this channel so please share my videos
Saaleeeeee
This is the best ever concept clarity for understanding sign conventions .. Was fed up of those useless clockwise and anticlockwise directions....
Thanks a lot..😃😃😃👍👍👍👍
You made my day sir. I was confusing about the direction of the moment either in finding the resultant force or in bending moment diagram. Your explanation was amazing. I got it after watching 5 You-tube videos. Thanks Mech Veda.
Alfredo Matias thank you please share it with your friends
@@ReferenceBook Cool.
I also 🙏🏽🙏🏽🙏🏽🙏🏽
Thank you very much 😊 sir very well explained, tomorrow is my mechanics exam and u have cleared my all the doubts....
You are welcome please share my videos with your friends
Hello bro
I am Mechanical 2 years
I have little bit confused in UDL load . But after watching this it is to solve UDL. Tnq you so much for giving such a beautiful video.
Vijay Glen Riyan u r welcome please share it with your friends
What took me one week without understanding it I just understand it in less than 5 minutes, thank you sir for your great help❤🙏
Really needed this, thank you brother 🙏
Well come civil engineering students a day before exams 🤣
thanks sir I enjoyed watching this video ,
chat.whatsapp.com/HeyZPwOJibNJYs89BQQnHt
Thank you for helping me solve this problem. I really appreciate it. 🙂
You are welcome please share my videos with your friends
Bro got straight on the point 👍🏽👍🏽
Sir, max bending moment will be at 0 shear force point... Consider that too
Do problem on sf and bm overhanging
your teaching style is good in this video because you covered all point's
Thanks alot.
I hv learnt alot.
May the Lord bless you.
As Makerere University Kampala Uganda 🇺🇬 students, we have benefited a lot
I have exam at 2pm...now its 10:30am started to study now...im sure ill clear this subject
Thank you please share my videos with your friends
💯👍
Me too man
I must say best video to learn how to find bm and sf
Abhinandan Chadha thank you please share it with your friends
I just like the way u teach
Point to point is very clear. Concept is understood, keep doing. All the best and thankyou❤️👍
You are welcome please share my videos with your friends
@@ReferenceBook please do a video on simple supported beam with uniformly varying load ❤️🙏🏿
Brilliantly done....👍
Rahul Sharma thank you please share it with your friends
excellent explanation... 💖
Yash Goyal thank you please share it with your friends
Fantastic solved problem sir
th-cam.com/video/1jFAkRrpuyA/w-d-xo.html
Thank you so much, this helped a lot
you explained everything very well, ive subscribed
Thank you please share my videos with your friends
Is this clear broh😅
Then muje a bathav ki SFf & SFe values positive kyse aaya🤷♂️🤷♂️🤷♂️🤷♂️🤣🤣🤣🤣🤣🤣
Sir, in shear force = 0, must be maximum bending moment
Thank you so much sir for this clear explanation .
you are welcome please share it with your friends
Nijam cheppu niku em ardham kaledhu kadha
This has really helped me...thank you
You are welcome please share my videos with your friends
Thank you sir.....your explanations process are so easily....& has cleared my all doubts
You are welcome please share my videos with your friends
Sir apka video bahut achha tha ...Samjhh bhi aya lekin video ko baar baar zoom na kre beech me difficulties ati h..
Tq sir for this great sfd BMD solutions
You are welcome please share it with your friends
Sir,Can i have a solution for 2 point load and udl to entire span both acting on simply supported Beam
Thanks alot I really enjoyed your video
Lydia Jazimy u r welcome please share it with your friends
Tq u sir!!!.A clear and easily understandable explanation .
Sir,while calculating sfd the last sf ie. At A we should add the force at A and the sum of all the remaining forces on the right side but u took that force same as at point F, why??????
Same questionnn
Tomorrow my exam....😉still iam now watching
very nice example,, thank u so much sir!!
Thank you so much. From΄ your newest subscriber
I performed same values on stadd pro but the result I got was different, can you please make video using same values on stadd pro software.
Sf at c and b are - 3.4kN
Thanks you sir ,I passed in MOM exam:I JUST WRITE SFD & BMD Question and some short answers😇
mohd shaizan u r welcome please share it with your friends
Tq sir so it is helpful in all engineering students there is no tension and no go to tuition this video only see and grow your knowledge tq sir. I proud of you❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤
You are welcome please share my videos with your friends..
GURU DEV YOU ARE ONLY THE ONE WHO COULD TEACH ME THIS METHOD THANKS A ALOT....!!!!!!!!!!!!!!!!!!!!!!
AWESOME INDIA u r welcome please share it with your friends
hello sir cantileaver beam ka video banao
Sir make a video of bm and sf with moment
Buddy good 👍work thnx alot it helped
Amazing point to point explain very well
13:56 that's sagging not hogging
I was dead confused. They should rewatch their video before putting it online. I watched another video of the same topic and the whole concept was wrong.
Sir thoda hindi m bhi bataya karo plz
योगेंद्र जी शेयर फोर्स और बेंडिंग मोमेंट हिंदी में समझना है तो मेरे चैनल पर एक बार जरूर देखें
Your explanation has cleared my doubt sir, whatever I didn't get in book.
Thank you please share it with your friends
th-cam.com/video/PsaivfxZPJs/w-d-xo.html
I learnt 🤩 tyyyy
Puri prblm. Hi solve krdi tune bro
m.th-cam.com/users/Civilstructuraleguru
100% guarantee to subscribe if any body Subscribe to my channel?!
th-cam.com/play/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R.html
Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer
Bht bht bht shukriya 😍😍
Excellent work 🔥
Good example problem sir. Appreciation. Its better if you explain why we should take inclined line in BMD if there is horizontal line in SFD in terms of the differentials rather than saying it is the procedure. And also you said positive hogging sometimes while calculation BM. But a good one.
Sir when shear force zero, BM should be maximum..
rajesh sharma yes
very well explained, i am happy i found your video
Thank you please share it with your friends
#haricseguru!!Nice video structuralanalysis1 & structural Design!!👍
💖 Excellent explanation 👌👌👌👌👌
I got clarity on this topic...👍
#haricseguru!!Nice video structuralanalysis1 & structural Design!!👍
what about the point Rb how it is hogging during the shear force calculation??
You explain very well
Your all concept are clear🤗🤗
So thanku very very much 🤗🤗
Keep it up 👍👍👍
youtube.com/@pravinspatil
Oh thank god u came sir.
Rajesh Saha thank you for your patience and love
Really enjoyed the lesson
Don't worry brother (reference book ) your channel will grow
Thank you .. from iraq
Thanks sir this one question solving helps me to 😅 score good internals and has weel in exam . Thank you once again brother.
Well explained bro 🙏
Thank you
Thank you for your explanation sir
Excellent... Concept clear ho gya... Thanku sir... 🙏
You are welcome please share my videos with your friends
I have an exam tomorrow..
Just watching this..
Thanks alot.
Guys, wish me luck 🤲
Good explanation sir ,I understood
Really very good .i had many doubts on this topic plz make more videos
Thank you please share my videos with your friends
Amazing Man
Abdul Hannan thank you please share it with your friends
Good job🎉
Thankyou sir ... It helped me a lot🤗🤗
Very explicit, thanks a lot sir
Thanks sir today is my mid sem exam and just DTO question is match ❤
Thanks you so much.♥
Thanks alot this helped me pass my exam
PLS SKY u r welcome please share it with your friends
Sir never give up you are amazing
Thank you please share my videos with your friends
Now it's old thing to watch one day before exam. Today 11.30 am is my exam and I'm watching it now 😂
Thank you bro
Superb bro
Thanks sir it's very helpful to me. 🙏🙏🙏please make this types of contents more.
Please refer this play list of all sfd bmd problems th-cam.com/play/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R.html
This video is awesome 👌 but there's some spelling mistake like most of the time hogging and sagging was spelled opposite... Rather than that this is so much helpful.
Sir Shear force at A should be 0 na??
Because 6.66 + (-6.66)
Thanks sir.... For easily tech this problem........ And i understand easily
Mosam Bisen u r welcome please share it with your friends
very clearly explained thankyou
yulan gautam you are welcome
Thankyou sir .
One night before exam .
Engineering student.
Thanks for your video sir. Super ga chepparu.
You are welcome please share my videos with your friends
Excellent video
Thank you please share my videos with your friends
Superb explanation
Amazing
Thanks from heart❤️
Please consider " Super Thanks " to support the channel
Very easy, thank you
Thank you very much sir ❤🙇♂️
A simply supported beam AB of length 6 meter ,it carries a udl of 4 KN/m over a length of 1.5 meter from left end and 2 KN/m over a length of 3 meter from the right end ,akso it carries a point load of 5 KN at a distance of 1.5 meter from the right end .draw the SFD & BMD?
Meeru maa devudu ayya 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏
Good teacher thank you
Thank u sir u are best keep doing ❣️❣️
hussain ashara thank you please share it with your friends
@@ReferenceBook ha vahi kar rah hu sir