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Welcome eng students , a day before exam 😅

one weeks worth of content in less than 30 minutes.Thank you

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 .

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.

Amazing content sir....you are an inspiration for us....i have learnt a lot from you and implemented in my own tutorials.

What took me one week without understanding it I just understand it in less than 5 minutes, thank you sir for your great help❤🙏

Thank you very much 😊 sir very well explained, tomorrow is my mechanics exam and u have cleared my all the doubts....

God bless you sir, you've really helped me for my solid mechanics take away CAT🙏

Well come civil engineering students a day before exams 🤣

Thanks alot. I hv learnt alot. May the Lord bless you. As Makerere University Kampala Uganda 🇺🇬 students, we have benefited a lot

This is the best ever concept clarity for understanding sign conventions .. Was fed up of those useless clockwise and anticlockwise directions.... Thanks a lot..😃😃😃👍👍👍👍

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.

kzfaq.info/sun/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer

I just like the way u teach Point to point is very clear. Concept is understood, keep doing. All the best and thankyou❤️👍

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❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤

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

I must say best video to learn how to find bm and sf

You explain very well Your all concept are clear🤗🤗 So thanku very very much 🤗🤗 Keep it up 👍👍👍

GURU DEV YOU ARE ONLY THE ONE WHO COULD TEACH ME THIS METHOD THANKS A ALOT....!!!!!!!!!!!!!!!!!!!!!!

Sir, max bending moment will be at 0 shear force point... Consider that too

thanks sir I enjoyed watching this video ,

Really needed this, thank you brother 🙏

your teaching style is good in this video because you covered all point's

I have exam at 2pm...now its 10:30am started to study now...im sure ill clear this subject

excellent explanation... 💖

very well explained, i am happy i found your video

💖 Excellent explanation 👌👌👌👌👌 I got clarity on this topic...👍

Tomorrow my exam....😉still iam now watching

Sir, in shear force = 0, must be maximum bending moment

I have an exam tomorrow.. Just watching this.. Thanks alot. Guys, wish me luck 🤲

Thank you for helping me solve this problem. I really appreciate it. 🙂

Fantastic solved problem sir

Thank you so much sir for this clear explanation .

Now it's old thing to watch one day before exam. Today 11.30 am is my exam and I'm watching it now 😂

Excellent... Concept clear ho gya... Thanku sir... 🙏

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??????

Thanks you sir ,I passed in MOM exam:I JUST WRITE SFD & BMD Question and some short answers😇

Thank you for your explanation sir

Thanks alot this helped me pass my exam

Sir thoda hindi m bhi bataya karo plz

13:56 that's sagging not hogging

Thanks sir it's very helpful to me. 🙏🙏🙏please make this types of contents more.

Thanks sir this one question solving helps me to 😅 score good internals and has weel in exam . Thank you once again brother.

Do problem on sf and bm overhanging

Sir,Can i have a solution for 2 point load and udl to entire span both acting on simply supported Beam

Your explanation has cleared my doubt sir, whatever I didn't get in book.

Thank you sir.....your explanations process are so easily....& has cleared my all doubts

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.

Sir when shear force zero, BM should be maximum..

This has really helped me...thank you

Very explicit, thanks a lot sir

Puri prblm. Hi solve krdi tune bro

hello sir cantileaver beam ka video banao

Thanks sir today is my mid sem exam and just DTO question is match ❤

Sir you explained really good sir

Sir make a video of bm and sf with moment

Thanks alot Sir for making a awesome vedios regarding sfd @bmd . Totally understandable.

Thankyou sir . One night before exam . Engineering student.

Thanks for your video sir. Super ga chepparu.

Thanks a lot sir...i have an exam tomorrow and u saved me 🙏

Thank you so much. From΄ your newest subscriber

Plzz welcome me. I am studying this in mid night.. Tomorrow is exam..😂😂😂

Thank you so much, this helped a lot

you explained everything very well, ive subscribed

Friends bm at C( @13:58) is sagging but I pronounced hogging by mistake but I took it as +ve only

very nice example,, thank u so much sir!!

Bro got straight on the point 👍🏽👍🏽

Dear sir you will really better explanation I am fully understood plz sir mechanics of solid whole subjects make vedeo

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.

thank you sir for clear explanation

Thanks alot I really enjoyed your video

Don't worry brother (reference book ) your channel will grow

Buddy good 👍work thnx alot it helped

Thankyou soo much Sir for make me very easy 🙏

Awesome teaching sir and understand claerly

Hamra classe teacher ko to pdhana he nhi ata Kya bat ha ap ke sir😅😊❤

Great explanation...very helpfull...thank you sir 😀😀🗿🗿...🗿🗿🗿

Sir one doubt ... U have converted udl in to point load and divided the length in to half i.e, 1m while you are doing the momens about A , load *distance should be measured towards the left side ...but I want to understand that why you measured the udl converted point load 6 *distance 2 +1 ... If I am not wrong it should be 6 *1+1 ... .... Please can anyone solve my problem ... 😴🤔

Thank you so much sir... ❤❤❤

Wow sir exlentwork 👍👍👍

Superb explanation in very less time

From where you take this example sir ?? I mean from which book ?

Good explanation sir ,I understood

Grateful sir, my test in 30mins😅🙌

Super sir like you nice video 📸

Ek din pahle padhke exam dene ka maja hi aalag hai bro

Wo bhi din tha jab hum ye saare problem banaya karte the........

Meeru maa devudu ayya 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏

Thankyou sir ... It helped me a lot🤗🤗

Thank you .. from iraq

Tq u sir!!!.A clear and easily understandable explanation .

Amazing point to point explain very well

Explain very nicely.

Thanks sir.... For easily tech this problem........ And i understand easily

So I was thinking, "why I haven't saw this back when I was college?" 😅

Exam tomorrow 😭 wish me luck!

Super sir....thank u sir It helped a lot!!🤩

Sir Shear force at A should be 0 na?? Because 6.66 + (-6.66)

superb