SFD and BMD for cantilever beam with point loads and updl, Mechanics of solids

[@ankitkumarmishra1079]

Thank you so much for This lovely video

[@mehakvaidyanathan6106]

Why didnt you take reactions at point and udl after taking shear force

[@franklinjda8913]

thank you for understandable explanation

[@shaikparvez9500]

Thank you so much for clear explanation 😊

[@konsamloyangambasingh892]

sir the end A will have some upward vertical support reaction force. why aren't u considering it when u calculate SF at A?

[@Sag_E_Makhdoom_Rabbani313]

Thank u so mch bro..

[@sujans4324]

Thank you so much sir

[@Alexkip2]

Very helpful

[@hemajyothi5265]

Medagara em material vunta koncham pdf lo naku pamputhara plz

[@parameswarankrct7229]

Superb

[@hemajyothi5265]

C14 SM material vuna kudda koncham pdf lo pampinchara

[@nnamdioguguo-nwosu7300]

Plz what are u doing ?

[@chotu5175]

Hello sir, I have a doubt Why you didnt find the support reactions at the point A?

[@Dodohulahoop757]

Sushil Tudu maybe it is because we are dealing with a cantilever beam..

[@Sag_E_Makhdoom_Rabbani313]

Very helpful..

[@ReferenceBook]

Thank you please share my videos with your friends

[@didulangawickramarachchi389]

♥♥

[@shivamsinghsingh8868]

Clock wise btaye

[@rahulsarkar9061]

Sir this was very helpful 👍👍👍 I was surching fot this procedure for a long time ❤️

[@ReferenceBook]

" Super thanks " please ....

[@ShivKumar-fy6un]

Sir you not taken the Reaction at A, SF A become Zero as Total load - R so it joins to 0

[@itsforbest2270]

Reaction at A=1+3+2*2=8KN

[@zeusyoursonhasreturnedibri7603]

we take reaction at A for ssb not cantilever

[@itsforbest2270]

@@zeusyoursonhasreturnedibri7603 We can take reaction at A in cantilever also

[@mdrabbanirain717]

Helpful video❣️

[@itsforbest2270]

11:48 why curve is from inside??

[@melchizedekfernandes3363]

11:29

[@SidNogueiraBME]

Shear force diagram should be negative, force is going downwards.

[@abhishekpatil4911]

Tq sir

[@ReferenceBook]

You are welcome please share my videos with your friends

[@durageshamyagalamani9439]

Thanks sir

[@ReferenceBook]

You are welcome please share my videos with your friends

[@mrirongamer4484]

Bhai questions to dikao na

[@gaganrocks4858]

Sirji thoda bada likho

[@sonyworld9127]

Sir sfd or bmd calculation krte time left to right ya right to left jane se graph ka positive or negative region change ho jta h kya?

[@lukendrabaghel1357]

Yes sign convention changes, things which are +ve in left hand side becomes -ve if u are coming from RHS
Eg - In LHS if clockwise is +ve , then if u are coming from RHS clockwise becomes -ve.

[@aasiqkumar732]

Wrong BMD, the straight line slope of BMD is totally wrong

[@NATURE-qe3rj]

bending moment is super wrong😕

[@ananthkumar9549]

wrong ans bending moment wrong forget to add udl in it

[@user-wj6ut1ik2f]

Bm calculation is not correct

[@anusha4780]

Very helpful

[@ReferenceBook]

Thank you please share my videos with your friends