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

[@ReferenceBook]

If this video is really helpful to you please support and encourage the channel via "Super Thanks"

[@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 😊.

[@Gear5luffey]

Here comes eng students one day before exam😂

[@mhanl5069]

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

[@fakehaibro3183]

Sahi bole bhai Mera bhi kal exam h

[@shakibahmed6978]

Haha so true.

[@naninarendra8732]

🙆

[@ballintud3]

4 hours before the exam

[@Official_BRB_Recordz]

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 🇬🇭

[@nawazbasha3564]

Highly recommended video for this subject

[@ReferenceBook]

Thank you please share my videos with your friends

[@simplelifemb]

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

[@aaditya3766]

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

[@InnocentKporvie]

Aww God bless you you have given us a better understanding

[@tulasiratna4405]

Thanks for your video sir. Super ga chepparu.

[@SheikMohamedSesay-yk4qt]

Thank u sir this is the most understanding solution for me

[@SheltonLumidi]

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

[@parameswarankrct7229]

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

[@ReferenceBook]

You are welcome please share my videos with your friends

[@CivilTutor]

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

[@CE-Life]

Hello sir, i'm student Civil . When i see this video i 'm very clear .Thank you

[@shashikantdarekar1416]

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

[@plotsandflats2]

Very helpful. Amazing teaching

[@Adam-wu7ft]

You are a LEGEND. Thank you so much

[@ReferenceBook]

Please support the channel via "super thanks"

[@LailaHabib-ld9wy]

Excellent explanation Thank you sir

[@princesujithnaidu2000]

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

[@ReferenceBook]

You are welcome please share my videos with your friends

[@subhammondal406]

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

[@ReferenceBook]

" Super Thanks " please...

[@clarencenyathi9047]

​@@ReferenceBook

[@meRajdipKumarDora]

math?

[@Javill_Driz]

great explanation 🔥Thank you so much

[@beyondmax1]

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

[@selfenquiry456]

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

[@srimantabose9814]

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

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@piyushsingh0789]

Very helpful video and clear explanation

[@Ganesh-oe5mo]

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

[@ReferenceBook]

You are welcome please share my videos with your friends

[@shivadevarapalli9003]

Ur way explanation very nice it's very useful us

[@shivadevarapalli9003]

Can u plz tell how prepare this subject

[@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?

[@hussainabdulaziz8544]

Hi teacher I like your class 👍👍🌹

[@apostleclementboamah]

Thank you for the good teaching . I’ve learnt

[@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

[@ericande342]

Great explanation,

[@kchappcenter5949]

Aap jaisa duniya me koi bhi nahi

[@ReferenceBook]

You are appreciating me or depreciating??

[@davidbanner6550]

Extremely helpful

[@jayeshwagh4816]

Most of teachers confused us thx too you

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@WiserWoo]

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

[@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

[@rishabh1971988]

Very good lecture sir

[@theotema2053]

Thank you so much!!

[@ValerianMtei]

Thank you❤

[@Lavuribharath2001]

👌👌Explanation Sir... Thank u sir...

[@ReferenceBook]

You are welcome please share my videos with your friends

[@chiboyelias3178]

More engineering students coming in few hours to exams 😅

[@gandhiperumallapalli2118]

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

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@ANSHUKUMARI-dj1nr]

Here comes eng student 2hr before exam🤣🤣

[@shadmohd4146]

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

[@ReferenceBook]

You are most welcome please share my videos with your friends

[@veeravela8783]

Thank you brother

[@ramapurushothama7442]

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

[@sumitrohan1839]

11:20 check this exp bro

[@sh.aron_24]

It was very helpful 👍

[@ReferenceBook]

Thank you please share my videos with your friends

[@divyamchoudhary]

Well Explained !!!

[@muaajdange5618]

Thanks 😊

[@williamgabrielmassawe3654]

appreciated

[@henrynacho41]

Nicely explained

[@ReferenceBook]

Thank you please share my videos with your friends

[@HarshaVardhan-pp9wh]

Super thanks 🎉

[@yusrilbahrianur6202]

Thank youbso much brother

[@EngrNasirkhan]

I am here about 3 hours left in exams engineers 😂

[@starr6355]

I don't understand the sign convection

[@iamelectrical6771]

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

[@jayeshwagh4816]

Sir u had explain very good

[@ReferenceBook]

Thank you please share my videos with your friends

[@unikboi3055]

excellent🎉🎉

[@footballclips5013]

Me 1 hour away from a test

[@VM.creations97]

Thanks

[@ReferenceBook]

You are welcome please share my videos with your friends

[@nswgaming7492]

One day before reappear exam😢

[@MohammedAhmed-y7q1l]

2 day before exam

[@girishNayak-g4l]

SAME TO ME ALL THE BEST BRO YOUR EXAMS 😊👍✨❤️‍🩹

[@murugavelm5983]

For the value of Shear Force in A will come zero not only the previous answer 4 is wrong it should be like 4-4 = 0 previous answer and RA value -4 then the answer of Shear Force in A is zero it is correct. The value of Shear Force in A is -4+2+4+2-4 = 0 (OR) 4-4 = 0 this is the correct answer

[@brindha4335]

Thank u so much

[@Rohit-ov1je]

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

[@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.

[@shree_swamy]

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

[@narinbattal8981]

Helped alot thank you😁

[@healthiswealth610]

#cstechguruji nice content

[@siddharthm4761]

Thank you very much sir

[@user-iq2gb7yj9l]

Helpful ☺️

[@ReferenceBook]

Thank you please share my videos with your friends

[@gameap2472]

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.​

[@PawanKumar-rd7ej]

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

[@mithileshshukla8722]

Thanks u sir

[@kandukurisai4552]

Tq sir very well explained

[@ReferenceBook]

You are welcome please share my videos with your friends

[@suseelasusee3905]

Thank you sir 😊

[@dellpi3911]

kzbin.info/www/bejne/nIPchpljfL5qa5Y.

[@aryanraj247]

Bahut bahut thanku sir

[@FactTalks-22]

Hatts off you sir 🙏🙏❤️

[@Dhanyasivadas-i1x]

Tnq🥰

[@SorenHopon]

THANKYOU sir..

[@adityasharma11057]

Thank You Sir

[@designhubarch]

Nice 😊

[@leeravikaslrkv783]

good explain

[@dramoyoedward9229]

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

[@rohitsharma4569]

thanku very much sirji

[@statuskaraanonlymv592]

Super sir tq for ur help

[@ReferenceBook]

You are welcome please share my videos with your friends

[@statuskaraanonlymv592]

@@ReferenceBook I already share with my friends

[@ReferenceBook]

@@statuskaraanonlymv592 ok thank you

[@skinnypurush557]

Nyc

[@dreamrider0245]

Tq bro well said 👍

[@jayantamaji1277]

Thanks sir🙏

[@ReferenceBook]

You are welcome please share my videos with your friends

[@swapnilkhadgave5121]

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

[@saigadulocal3798]

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

[@BhosdiwaleChacha-b5p]

Why you take sf at a is 4.

[@renukarenuka5754]

RB is 4kN

[@meghakamble3746]

Thank you sir.....to clear my doubt

[@itshk55]

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

[@ser7_ha]

In any source exists?

[@meghakamble3746]

Can you plz take some moments diagramm?

[@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.

[@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.

[@shivachevlog]

Kal meri exam he aur me 2x me video dekh rhi hu 🥲