SFD and BMD for simply supported beam with point loads, Mechanics of solids

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Here comes eng students one day before exam😂

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LMFAO that’s me right now I have an exam @ 9am it’s currently 00:12

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Sahi bole bhai Mera bhi kal exam h

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Haha so true.

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🙆

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4 hours before the exam

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Highly recommended video for this subject

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[@bhanusidda8167]

I never posted a comment on KZbin . But your explanation deserves it ⚡. Hope your video reaches out every student who are struggling to understand the SF and BMD 😊.

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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 🇬🇭

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Thank you so much sir for this awesome video. Crisp and useful content 🔥

[@LailaHabib-ld9wy]

Excellent explanation Thank you sir

[@parameswarankrct7229]

Clear explanation for beginner like me. Good explanation sir. Thanks a lot.

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[@CivilTutor]

You can watch my playlist in which i have started tutorials of sfd and bmd right from begining

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Very good Good technique for teaching we required new videos as like this

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You are a LEGEND. Thank you so much

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Thanks for your video sir. Super ga chepparu.

[@apostleclementboamah]

Thank you for the good teaching . I’ve learnt

[@user-fs9sg3uh2x]

Aww God bless you you have given us a better understanding

[@selfenquiry456]

Nxt sem in b.tech 🙏 solid mechanics, to be continued sir

[@simplelifemb]

Thank you sir finally I understand I not understand in college and coching. but your one video 🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏🙏

[@WiserWoo]

why SF at A is not zero? I mean why we ignoring RA while calculating shear force, please reply sir

[@srimantabose9814]

Thank you sir.. Best easy process for us.... Thank you very much sir 🙏❤️🙏

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@subhammondal406]

Thank you sir your explanation is very well for me ..... Now this is easy for me to do the math 🙂❤️❤️❤️

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" Super Thanks " please...

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[@meRajdipKumarDora]

math?

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Thank u very much.... From the depth of my heart.

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[@plotsandflats2]

Very helpful. Amazing teaching

[@beyondmax1]

This just saved my life. I'll be damned if I dont leave a kudos comment to you! while also liking and subscribing!

[@subhranil5]

@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?

[@engineeringpage4994]

I was wondering the same thing

[@tutorjerry]

I really enjoy it sir, please also teach deflection of beam please

[@jonathankofibaidooodey9444]

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?

[@SheltonLumidi]

Thank you sir,more enjoyable and easy from your step by step explain

[@narinbattal8981]

Helped alot thank you😁

[@piyushsingh9848]

Very helpful video and clear explanation

[@ericande342]

Great explanation,

[@Javill_Driz]

great explanation 🔥Thank you so much

[@starr6355]

I don't understand the sign convection

[@Ganesh-oe5mo]

Thank you soo much sir the way you explain the problem that was simply bro thnks ones gain bro

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[@nagesh7130]

Super sir go onnnnnn thanku your valuable videos

[@ReferenceBook]

You are welcome please share my videos with your friends kzbin.info/aero/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R Playlist for Cantilever, Overhanging and simply supported beam problems. Please refer

[@princesujithnaidu2000]

Sir because of ur video I did and passed on the mom exam T q very much sir

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[@Lavuribharath2001]

👌👌Explanation Sir... Thank u sir...

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[@jayeshwagh4816]

Most of teachers confused us thx too you

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@divyamchoudhary]

Well Explained !!!

[@theotema2053]

Thank you so much!!

[@shivadevarapalli9003]

Ur way explanation very nice it's very useful us

[@shivadevarapalli9003]

Can u plz tell how prepare this subject

[@kchappcenter5949]

Aap jaisa duniya me koi bhi nahi

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You are appreciating me or depreciating??

[@saigadulocal3798]

SF at b I take it as +4 is it right or wrong ????

[@idiotguy8726]

Sir what if we take shear force from A It's not same answer as point b.. Plizz explain

[@shree_swamy]

Sir in sagging we should take sign as positive then how u took it as negative?

[@saronna_7]

In any source exists?

[@sh.aron_24]

It was very helpful 👍

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[@ValerianMtei]

Thank you❤

[@gandhiperumallapalli2118]

Thaq Sir, good explanation and explained in a is way to understand

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[@veeravela8783]

Thank you brother

[@williamgabrielmassawe3654]

appreciated

[@sameerbarayye7910]

Hatts off you sir 🙏🙏❤️

[@ramapurushothama7442]

@8:32 SF at A is 4-4=0KN

[@hussainabdulaziz8544]

Hi teacher I like your class 👍👍🌹

[@PawanKumar-rd7ej]

In S.F sign is positive when act from downward side and when force act from upward that is negative

[@designhubarch]

Nice 😊

[@dreamrider0245]

Tq bro well said 👍

[@jayeshwagh4816]

Sir u had explain very good

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Thank u so much

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Super thanks 🎉

[@rishabh1971988]

Very good lecture sir

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Thanks 😊

[@henrynacho41]

Nicely explained

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[@iamelectrical6771]

Today is my exam and leaning the concept now so I can fill my paper irrespective of the question

[@swapnilkhadgave5121]

Very nice sir... It's very easy.. thanks 😊🙏

[@meghakamble3746]

Can you plz take some moments diagramm?

[@Nasirkhan-hk5jp]

I am here about 3 hours left in exams engineers 😂

[@suseelasusee3905]

Thank you sir 😊

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@siddharthm4761]

Thank you very much sir

[@sam-yx3yy]

Thanks

[@rahulduwarah6430]

thanks

[@adityasharma11057]

Thank You Sir

[@ArmyDreams15]

THANKYOU sir..

[@rohitsharma4569]

thanku very much sirji

[@itshk55]

why there is no force between E and A can’t you see there is a reaction force of -4KN

[@user-iq2gb7yj9l]

Helpful ☺️

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[@Dhanyasivadas-i1x]

Tnq🥰

[@dramoyoedward9229]

Everything is fine apart from the shear force at point A, why didn't we add RA??..

[@kandukurisai4552]

Tq sir very well explained

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[@civilengineer2992]

At calculation of SF a it also has the reaction force of -4 kn , why it's not taken into consideration ?

[@prannoychand2669]

can anybody answer???

[@riteshgamer9993]

@@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.

[@Rohit-ov1je]

🤬🤬🤬🤬 SFD galat bnaya h Sign convention galat liya h usme SFD mein BMD wala sign convention use kr daala h🤬🤬🤬

[@unikboi3055]

excellent🎉🎉

[@krishnakulal6274]

Thank you sir 😍😍🙏🙏🙏

[@user-uz2wk3ed8e]

Why you take sf at a is 4.

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Thanks sir🙏

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#cstechguruji nice content

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Thanks A Lot 😍

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[@aryanraj247]

Bahut bahut thanku sir

[@leeravikaslrkv783]

good explain

[@mysticcc8681]

How Sf at A stays 4?? It is coming zero

[@subhammondal406]

Sir i need some math solution on steam chapter 😌

[@statuskaraanonlymv592]

Super sir tq for ur help

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@@ReferenceBook I already share with my friends

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@@statuskaraanonlymv592 ok thank you

[@rajeshgoudponnala7118]

No cheppandi sir meedi

[@prashantthakur9749]

Sir,Plz solve and tell me the answer 🙏 A simply supported beam of length 8m carries point loads of 4,10 & 7 KN at 1.5m,2.5m,2m respectively from left end,Find max bending moment over the beam. Here I'm getting 30.9375 max bending moment but in book the answer is 90KNm ....HOW plzz tell me ?????🙏

[@ReferenceBook]

Check your question once again what you have given to me

[@prashantthakur9749]

The question is same you also can check. Book - RK Bansal (SOM) Problem no.11

[@tutorofmaths9140]

Can I solve this problem

[@subhranil5]

Concept is wrong

[@vashon100]

If I'm interpreting correctly, Ra = 10 kN, Rb = 11 kN (end supports). Max bending is 30 @ 4m from left side.

[@footballclips5013]

Me 1 hour away from a test

[@mounikaganji1184]

How could shear force at a become positive in 8:49 since it is upward reaction

[@ReferenceBook]

Clockwise sf about a section is positive

[@b29prateeknetam37]

Thankyou sir

[@sivakumarboddepalli9988]

plz explain cantiliver beem sf bm diagram

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kzbin.info/aero/PLrYmHf6RV6scqdmUICAXQrczp-0TyB63R please refer this link I have already explained..

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super sir

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thnks

[@skinnypurush557]

Nyc

[@Vamshi1890]

Tq bro

[@konsamloyangambasingh892]

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?

[@tumelokhumalo6780]

It's 4kN and then you subtract the 4kN to get to 0kN. Try the example starting from the right.