Beams - BMD and SFD

[@navneetwealth5273]

we need such type of great professor in our university..

[@CivilThinking]

The indepth knowledge of NPTEL professors is incomparable. It's valuable asset for civil engineering students as well as for teachers like me.

[@krishnaprasadrizal4188]

wonderful teaching...i wish 2 have my lecturer like you....great

[@imegatrone]

Your Video Is Very Useful Sharing Mechanics of Solids - IITM 2.9 Beams - BMD & SFD

[@timewalker6654]

here in canada teachers r not good like you sir , you are the best

[@vinayakagarwal4618]

Can I meet u

[@nikhilsurange6674]

Thank you. it helps a lot during interview..

[@robabanque3253]

If you're interested in general beam deflections, search for Global Beam Deflection Equations, a 3-video set showing the derivation and use of a single deflection equation that works for multiple beam/load combinations, or visit the website shown there.

[@VivekKumar-lq4ol]

The last most point which you mentioned proved very much helpful. Today i solved an ESE question and committed the same mistake..

[@MohammedIrfan-rx9io]

actual diff b/w private inst &iit

[@LTF85199]

i was looking for the lecture for a long time this is definetly going to help. Bending diagram and shear diagram. Thank you!

[@angels7188]

Thank u for clearing my doubt sir....

[@Priyankgag]

dont ever remove it.....................please it will always help the civil community....

[@KurriMounika]

very useful sir!! Thanks for uploading!!

[@navneetwealth5273]

great work sir...

[@tejasgaikwad7053]

@ 24:30 you called upward negative and downward negative.?? how is it correct....

[@bhavanaaleti9994]

your explanation is really good.

[@farooq8fox]

at 10:50 , Is the answer still same ? Pure bending ? I think no coz rxn forces will be different at 2 ends and there wont be couples, and the shear force is not zero there

[@edomyzaemma7561]

A beam a AB 5m long is supported at end a and b two point rods are placed at C and D, 1m and 3m respectively from the end A if the reaction at A is twice the reaction at B find the ratio at rod w1 and w2

[@sayedda1]

super sir I like your way explaining thanlyou soo much and please in your next video please explain about point of countraflexur please try it.

[@joymoumi]

Thank u sir...very helpful to me..plss upload more videos of this sir..

[@shahajadaahmed4113]

Hi....how r u.

[@saigururaghavendra2311]

really awesome....... THANK YOU SIR

[@BasuTh]

very nicely explained

[@Rohitsingh-ul1kx]

awesome teaching sir

[@g11111ish]

w=mass(kg) times acceleration due to gravity(m/s^2) per unit length(m) and not mass(kg) times area(m^2) per unit length.

[@vishnuk6417]

Thank you sir........ 😊

[@darkhorse4466]

Sir moment vector is a free vector .Is it apt to use the word concentrated moment here ?

[@lucasmbega2622]

I do appreciate sir.

[@arindamtalukdar6790]

Very helpful Jst maintain d sequences of lec N lookout for the audio n vedio qualities

[@rooxpnhl4227]

(Loading and b.m. diagram from s.f. diagrams)Give some numerical on this problem

[@anuragxthakur]

MECHANICAL ROCKS

[@mamatafoundation3485]

actual diff. between nit and iit.......thanks a lot....

[@BhavyaDon1]

very helpful video

[@pranavmishra1113]

Sir there is one question for me that why the BMD of the scissor problem is in triangular shape?

[@joshdebbarma6159]

Nice explain we need you sir

[@durgarao2730]

Nice teaching

[@engineeringtricks102]

kzbin.info/www/bejne/fISXe5uZa5V8gck

[@ramprasadsripathi438]

I request that how to calculate the shear stress induced in a welded joint

[@shalabhsinghbaghel8714]

I am confused for the sign convention used for making SFD. Please explain me what is the correct sign convention for shear force

[@johnpaulchalla9132]

see these lectures:kzbin.info/www/bejne/mmOaYpxvg5iAns0 kzbin.info/www/bejne/omrGhalrdsSBf5o

[@ssasikr]

GREAT...........

[@sat02]

Thank you 🙌

[@saifimamuddin]

pls sir upload influence line of rolling load ....b Tech

[@ShubhamSingh-fm2up]

Thank u. For uploading

[@pankajkumarpandey6658]

Excellent

[@pragyanandamar5438]

I am a mechanical engineering student.. from professional course so please prkvie lecture of mechanical engineering..

[@manjulavani3515]

its very useful

[@saikrishnak9800]

At 26.27 why did the sign come as negative .

[@T_say_TRADING]

thank u sir.

[@JESTR235]

Thank god I'm not a science student.

[@ShubhamKumar-bm3xh]

Why the hell would you watch a 45 minutes' lecture on Statistical Mechanics? Oh! I see, you are not a science student.

[@spetsnazGru487]

its out of pure passion for the subject i watched this video.Any subject require some kind of passion if you need to learn.If there is no passion it would be non-interesting.

[@dhrupalpatel4825]

Super duper sir

[@arpittailang]

i wish i could pass this exam that im having back from 1 year

[@parthgupta5058]

did you?

[@sameerwadappi4401]

T̶h̶a̶n̶k̶ y̶o̶u̶ s̶i̶r̶ 👍

[@vinodyetti1995]

thank you

[@prashantvashisht6651]

awesome

[@indranilbanerjee1435]

NICE

[@dronhwa]

not bad !

[@Priyankgag]

please dont remove

[@pradeepkalakoti8154]

My god 9 year pahle comment Kiya h.. Didi

[@aniketvsutar5772]

hindi lecture plz

[@airtel1730]

so, why u write in English ??

[@Manish_Kumar_Singh]

if you are doing engg in hindi, then you should probably quit

[@avy948]

T

[@rabulrabul8382]

The only 2nd year old

[@adityaanand2123]

watch it's 1st part kzbin.info/www/bejne/rJrHi2SmbZeieck and then this video for better understanding.

[@gramya5741]

diploma

[@aniketdey9704]

The lecture is actually not very useful for beginners,,u didn't explain how we can calculate from a given value

[@ShubhamSingh-fm2up]

Thank u. For uploading