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...

[@arshitaroy1513]

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

[@Ritosonium0233]

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

[@nagesh7130]

Your valuable videos ❤️❤️❤️🙏🙏🙏🙏🙏🙏

[@zhilyaismael8435]

thanks a lot dear its really helpful

[@HarishHari-qq9pw]

Nice explanation bro tq

[@shreeharshastp9824]

Very clear explanation

[@alexpalat9949]

Very very useful

[@manvendrachauhan4032]

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

[@mayaramyaduvanshi05825]

Nice

[@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?

[@user-ok2tv9tn5g]

I have a problem on calculating normal force on a beam

[@manishkumarce6429]

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

[@kannayammakaru4684]

Tq very So much sir

[@vikramkumarvishwakarma4586]

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

[@avaneeshkulkarni04]

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

[@lokeshj4818]

tɦaռҡ ʊ sir

[@lokeshj4818]

It's valuable I can understand easily

[@vamshithalapathy2056]

Welcome

[@GawareAditiD]

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