SFD and BMD for Cantilever Beam - Problem 3 - Shear Force and Bending Moment Diagram

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[@shinesatish3913]

Nice ihave seen lot of video you fully clears the all doubts about sf and bm with one video thank you so much❤

[@saidabanoth7561]

Your teaching is good and clear sir. l learned much from your classes.

[@GaneshKumar-lq9dp]

Doubts that had been cleared by you very clearly sir...Thanks a lot...Keep posting a videos for us sir...

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[@ft.BADBOY]

Thanku soo much sir, i am trying to understand this topic from books and college teachers from 1 week but i can't able to understand. Thanku so much magician 🙏🙏

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[@xyzabc6898]

THANKS U SIR, U CLEARED THE CONCEPT VERY GOOD STYLE OF TEACHING U HAVE

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[@AijazMalik-qp4qm]

Sir i wanna know ki During BMD why is the parabola made this way?? Not the other way??

[@imme9371]

Your teaching was great ... it's really helpful

[@putlurikartheek8228]

Leki Khandu

[@Rajesh.316]

thank you sir

[@steladsouza5470]

Please explain 1 example of simply supported beam on which udl is acting on entire span

[@devendramala6161]

Explain clear each step by step sir at some points I didn't understand

[@abdulkarimansari1847]

You are the great teacher thankx for this lecture. It is very benifitial for me and all other students

[@ajaysehrawat3131]

at point B y we taking 3KN as possitive as it is on the left of the point B nd acting downwords. as sign convention says any force acting downwards to the left of point while calcuating Sf should be treated negative

[@pranaykumar333]

You're right 3 must be negetive and the answer will be i.e SF at B will be 4.5 not 7.5

[@hiteshkannpariya]

what happen if i take all clockwise moment positive and anticlockwise moment negative....and why parabola drawn like upward not downward....pl guide......btw very easy way of teaching i like it....

[@rayuduthonti942]

U will be modda guduusu in the exam

[@vemulagopi4954]

Superb sir your teaching

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[@Adil.3343]

while calculating bending moment in step 3 Mb bending moment b the udl is not negative white ?

[@abhishekchoudhari7383]

a beam of span l is fixed at one end & simply supported at other end. it carries uniformly distributed load of w per unit run over the whole span. the reaction at the simply supported end is what ?

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[@takudzwaruzvidzo3413]

YOU ARE GOOD SIR...

[@hardikhadiyal5523]

Good explanation sir.. Very very impressive 🤩🤩🤩🤩👍👍👍👍

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[@weknowthathehe2047]

Sir make ur video easy Explain all things Like 3:41 minute How do u find support reaction ?

[@soyalsingh5114]

Sir parabolab rise way se bi to be skta tha na.

[@sriguruskandha9920]

But while calculating for point load we haven't taken horizantal support reaction know sir?? Also we didn't take Moment at A to... In previous problems i.e.,for point load

[@sriguruskandha9920]

Please give reply as soon as possible sir 🙏...

[@conquer_knowledge6608]

@@sriguruskandha9920 i dont get your question.can u please tell again once

[@akibjahangirchoudhury6013]

How can we take since there is no any horizontal force acting… so horizontal reaction is zero … and for point load BM is zero at the supports

[@haritharunkannam7630]

I undertood clearly thank you sir

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[@giritharakumar2094]

so useful sir. thank you

[@sivasaivijay4279]

Sir what about udl in calculating moment at A to find Reaction at B

[@nassirladha1062]

Sir shouldnt be the +7kn for sf at A be -7kn pls explain

[@sammychakranarayan2868]

-7

[@predatorgaming895]

0

[@darabrar54]

Thanks a lot

[@snehalpatil8872]

Why did you calculate M at A twice and that too having different directions as per signs?

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We are more than happy to solve your queries.However for this you will have to download the Ekeeda-Learning Application by going through this link bit.ly/353lpP2 ,because we don't answer any technical queries on youtube for this we have a dedicated team.

[@shruts_thegirl]

Sir in sfd why you not take left side and right side

[@madhusudan7432]

Sir Section right side clock wise.moment so it is -ve value. Clarify.

[@rishabhgoyal8145]

Plz make a vdo for overhanging beam also

[@patience..3453]

Thanks srr

[@deepgusain991]

Thank you so much sir... U r really god for me... Thanx again

[@Aryaforyou]

sir I think moment reaction is opojit side here

[@ArmanAli-lg2rn]

Sir plz a video is uploaded for fixed beam problem and also continues beam

[@vinaymarkam2291]

It's very helpful for me

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[@mandlasiddhartha6531]

Nice sir ❤️👍

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[@consciousliving_117]

very nyc explanation

[@vipinpatelsingh]

Question cantilever beam me ......aap moment clockwise Kyu liye h...plz reply sir...anticlock wise Kyu nhi liye

[@montysingh3649]

nice lecture

[@GaneshKumar-lq9dp]

Sir please upload the sum for couple acting at every beam with some loads also...

[@nasratkhannabil1481]

Love u sir so musch

[@nityamkumar9015]

Thanks a lot sir

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[@syedsazidhussain2482]

Wah chacha good videos

[@preetiyuvne3778]

Thanku sir

[@gouravbali92]

awsome sir

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[@gouravbali92]

sir can you upload a video on derivation of forming a torsion equation

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[@aishwaryasriramula4828]

I want the problem of cantilever beam with udl and non udl

[@sfisomkhize5862]

nice video, we need more lactures in fluid mechanics and thermodynamics please

[@piyushkumargupta2341]

Agar point load udl par kuch duri par lag raha hai aur free end par koi force nahi hai

[@shivakrishnareddy4909]

Why did multiply 2 in(1*2*3.5) in Moment at A

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[@shivamsingh7522]

Sir plz... fixed beam pay ek sfd and bmd ka numerical bataeye na..

[@ghodkarigokul7398]

Hello sir this video for diploma students also

[@montysingh3649]

e keeda rocks.

[@bbk2202]

Superb

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Thankyou.Hope this video was about what you excatly wanted to learn.To make it more easier to conversate with us and learn about different topics you can go on this given link bit.ly/353lpP2 and download the Ekeeda -Learning App.We will surely help you.You can also suggest your friends regarding the application this can be helpful for them also.

[@nassirladha1062]

Please please anyone explain to me why some books tell me to take the downward forces to be negative values when calculating SF values in cantilevers And here they are calculated as positive values on SF values Pls help me out

[@nikhila6536]

Study the sign convention properly....

[@janhvinarayan1633]

same confusion, my college teacher also taught by taking downwards forces as -ve

[@mahendrajadhav4889]

Sir what is the relationship between SF AND BM

[@ajaygopal9870]

Lovers anna

[@railwaysbuddys3548]

Why we take b.m of cantilever at free end zero ..... explain sir g

[@erreemas3098]

Becoz from right to left at free end of beam the distance is 0 Bending moment =load ×distance = Load what ever will be ×distance 0=0 Anything multiple by 0=0

[@findyourself5981]

thanks u

[@theeduventuresofficial5493]

while calculating BM why dont you find it from left side...

[@jamalsalman6805]

Because it’s an rule to find BM from the free end

[@750__syedrafe9]

👍

[@yash_ranaa]

sir Ra -7.5 AANA chahiye na

[@AMANAman-qt4mt]

U multiplied 3kN at point B while calculating shear force but at bending moment at B point why didn't u multiply the 3kN as it is earlier considered while calculating shear force at B??

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We are more than happy to solve your queries.However for this you will have to download the Ekeeda-Learning Application by going through this link bit.ly/353lpP2 ,because we don't answer any technical queries on youtube for this we have a dedicated team.

[@lakshmiganesh6875]

@Ekeeda poda %$@#%$$

[@bishalnayak6162]

amazing videos. but why you keep finding a moment from the left side and suddenly at the end start to find a moment from the right side in every single video? please feel free to reply

[@andrewla9053]

He found reactions and shear force and finally moment at last...you can find bending moment only from the right on case of cantilever beam

[@surajverma-jp8py]

Sir cantilever beam ke liye sfd aur bmd negative hona chahiye.

[@pratik2319]

ha....if we go from left to right ..the forces r diffrent

[@zavedalam9730]

sir fixed beam ka SFD and BMD ka videos daliye sir

[@rameshayadi4423]

Sir bm value is oppsite

[@sarojsahu6703]

Ur teaching style is good but the bending moment will be negative as for the right portion of the section and the moment load is clockwise.. If I am wrong then pls explain to me.

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[@ShravanKumar-jb5ie]

Can u explain in clarity way

[@wtf-rs3qg]

I don't want peace !! I want problem always !!😊🤣

[@rohitasthana7022]

Why we didn't find moment about A in 1 problem

[@Ekeeda]

We are more than happy to solve your queries.However for this you will have to download the Ekeeda-Learning Application by going through this link bit.ly/353lpP2 ,because we don't answer any technical queries on youtube for this we have a dedicated team.

[@hemanthsai3186]

nice

[@fiercestguptvanshi6262]

🎉❤

[@sanjaneyulu8957]

Moment about C Distance is 1.5

[@Ekeeda]

We are more than happy to solve your queries.However for this you will have to download the Ekeeda-Learning Application by going through this link bit.ly/353lpP2 ,because we don't answer any technical queries on youtube for this we have a dedicated team.

[@meowandsomebow1355]

Udl is inbetween C and D . So this udl will not produce moment for the distance between D and E . Therefore we take only the distance (ie half of 2m = 1m )

[@vasuvimal2609]

Sir ek que bta do plz

[@nagakumar8655]

In maximum bending moment u did wrong.. the forces should be negative as the sign convention is negative not positive (anti clockwise)

[@pratik2319]

lolo like teaching

[@pratik2319]

true

[@rajkumarmeena6106]

@@pratik2319 bhai pura paka deta hai

[@vasuvimal2609]

Jaldi

[@namomeena8494]

t h a n k s

[@venkatkumarbaalla7280]

Explanation is not good in sf calculation

[@XD-bf5eu]

Xiii everything is wrong I waste my time

[@a.kgupta9304]

Very impressive class thanks a lot sir 🙏🙏

[@deepgusain991]

Thank you so much sir... U r really god for me... Thanx again

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[@giritharakumar2094]

so useful sir. thank you

[@pankajact7286]

Thank u sir

[@hemanthsai3186]

nice

[@vasuvimal2609]

Jaldi

[@artandcraftideas520]

Thank u sir

[@seshasaitejatulluri2004]

Thank you sir