SFD and BMD for overhanging beam, Mechanics of solids

[@jitendramahto9542]

You explained all videos very well . I saw all 7 videos and now I am very clear about sfd,bmd,and point of contraflexure..thnx...for this video...

[@ReferenceBook]

You are welcome please share my videos with your friends

[@arshitaroy1513]

Thank you sir❤i have exam tomorrow and now my basic is clear of SMD & BMD

[@nagesh7130]

Your valuable videos ❤️❤️❤️🙏🙏🙏🙏🙏🙏

[@ReferenceBook]

Thank you please share my videos with your friends

[@Ritosonium0233]

Thank you sir clearing all the doubts which I couldn't understood earlier 🙏

[@manvendrachauhan4032]

when you calculating sf at point a it should be 0????? 45-45 =0... plz reply its a big confusion for me

[@shreeharshastp9824]

Very clear explanation Loving all the videos regarding shear force and bending moment ❤️

[@ReferenceBook]

Thank you please share my videos with your friends

[@manishkumarce6429]

Reaction force finding karte samay bending moment sirf beam ke end pe zero lena hai . Yese jaho man waha nahi le sakte h

[@zhilyaismael8435]

thanks a lot dear its really helpful

[@pranayalte4193]

For SFA u aren't taken RA value?

[@munawaralhak9605]

I have the same doubt, the RA value is not add at the SF at A.

[@sanyamtyagi5578]

ryt bro....i think he has forget to do it

[@abhishekagrawal9702]

Waha per hath tha to dikha ni hoga

[@mayaramyaduvanshi05825]

Nice

[@lokeshj4818]

It's valuable I can understand easily But how to know this is over hanging or not Please reply sir

[@ReferenceBook]

If the beam extends over a support it is overhanging beam

[@vikramkumarvishwakarma4586]

What if we calculate the shear force from the left side? Will the sign convention get change?

[@nandananandu1610]

Yes

[@AishabintIdris]

Thank you sir, for your video. I have one problem with the shear force diagram. I thought we were supposed to add. For example, at B shear force is -35kN. If at C SF is 5kN, aren't we supposed to move the line to -30?

[@GawareAditiD]

Humare tuition ke sir bolte hai ki moment calc krte waqt. Clockwise +ve hona chahiye and anticlockwise -ve hona chahiye.

[@pakhargupta3434]

tho tumhare se sir chutiya hai agra tumhare sir america ko pakistan bolenge tho man jayoge kya ??????????????????

[@HarishHari-qq9pw]

Nice explanation bro tq

[@funnyClips99999]

Sir there is no support at left side udl how to solve it

[@user-vf8zm3vg4e]

I have same doubt😢

[@user-vf8zm3vg4e]

Do you know that

[@alexpalat9949]

Very very useful

[@kannayammakaru4684]

Tq very So much sir

[@vamshithalapathy2056]

Welcome B.Tech Students,One Day Before Exam😁

[@lxdineskhatri9078]

How to know parabola goes upward or downward sir...plz reply it

[@avaneeshkulkarni04]

Shouldn't Shear Force at A be 5 -45 = 40kN ??

[@user-ok2tv9tn5g]

I have a problem on calculating normal force on a beam

[@tamimmalik5508]

We found RA VL is 55 !Whyy RA Value is 35 instead of 55?

[@QpallaviGuthikonda]

Tq sir

[@ReferenceBook]

You are welcome please share my videos with your friends

[@ajaypuri176]

But SF at A i think it's wrong because Ra is 45 and you didn't included it

[@saiedits3504]

Download option pedithe students download chesukoni kavalsina time lo chustharu

[@lokeshj4818]

tɦaռҡ ʊ sir

[@bobbycuts1775]

Sum Wrong Chepparu Sir Reaction Daggarana Chinna Mistake Chesaru Alage Shear Force Kuda Values Wrong

[@GawareAditiD]

Aur woh left side se sfb and bmd ki calc krte hai

[@ReferenceBook]

If you calculate bmd from left side your sir is right

[@GawareAditiD]

@@ReferenceBook anticlockwise - ve clockwise +ve hota hai na toh books mai sb ulta kyu hai clockwise -ve likha hai aur anticlockwise +ve Plz batao mere dimag ka bharta ban gaya hai

[@mr.vidhyarthi6251]

@@GawareAditiD aap co ordinate axes k according kr skte h taki +y axis me + and - y axis me - no confusion of clockwise and anticlockwise I hope this will help u out

[@35shreyashmanwatkar34]

Bhai Hindi me bna n videos