SFD and BMD - Problem 2 - Part 2 - Shear Force and Bending Moment Diagram - Strength of Materials

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[@dssasan4704]

Why there are 2 values of shear force but only one for bending moment?

[@akibjahangirchoudhury6013]

Yes the shear force could have been found from one side only, i.e. either from left or from right but I have doubt as to why sir took both from left as well as right side ☹️☹️

[@akibjahangirchoudhury6013]

Ma’am if you kindly know the answer now u can please reply back here … it would be helpful

[@rahulchaudhary3794]

in both problems u didnt calculated the contraflexture point

[@cric_h8103]

Ha

[@NoXYPLaysYt]

B.M are zero at edges bro

[@uracademy7025]

Dono prblms ke 3rd part dekh na bhai

[@suman-jha786]

​@@uracademy70254 year baad solution dekh kr wo kya krega 🥲🥲

[@civilexplorer7038]

How BM units are in KN-m? Since the loads are given in N/m the SI unit should be in N-m.

[@sankararumugam6112]

sir, why you have not calculated bm @ c from left side, as 180x2/1 like wise -180x3.5, please explain

[@RUDRANATHBME]

same question

[@rishabhgoyal8145]

Sir in sf at pt c there will be 180×8 instead of 7

[@nizamqureshi8113]

What is the value of Mmax and how it is calculate...?

[@TrendingShots24]

While taking moment why don't you consider support reaction in . B. M

[@gyan392]

Sir please solve a question. A simply supported beam which length is 8M and last end side 5M length is UDL 10N/M.20N load from 2M distance to starting point. Find shear force and bending moment diagram?

[@SidTiwari03]

Your explanation is not detailed.....😢😢😢😢

[@sandeepsuthar5794]

Kuch samj me hi nhi aarha he bhai pata nhi kya padha Raha he

[@comiccopy4499]

TQ...for your all video it helps me alot.....but in this video there are so doubt s not only me but also others are and u take the moment unit in KN but it is given in Newton so please can u remake the video with proper description..... please..... Please reply to me sir......

[@Ekeeda]

Thank you Sandeep for your suggestion . We will surely review this video and very soon we will make doubt clarification video for you till that time Stay Tuned to Ekeeda .

[@comiccopy4499]

Tq....and please make it as fast as possible..... It's much more important for Mr also.....

[@pronabj]

Are you using right sign convention for BM calculations 🤔

[@amrithajs759]

Great work

[@mandlasiddhartha6531]

Nice sir 👍❤️

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[@melulekisithole6518]

each topic explained by this guy is just to the point ............ nice video

[@gouravsoni6129]

calculation of shear force...... @ pt C 2 KN @pt A 3.4 KN @ pt D 1.6 KN @ pt B 2.2 KN @ pt E 0 I have taken ULD mid point as D and professors pt D as E....Correct me if I am wrong

[@gomathisankar9472]

360 X 2 how is this

[@umerfarooq9142]

180×2×1

[@kandukurisaikiran284]

@@umerfarooq9142 he said 180 is actin’s at half then it shine 180*1

[@GreatnessUrge]

Nice video but Shouldn't the unit of BM in this question be Nm?

[@Civilizedmen]

check it again

[@aliyuyaqub8055]

BM at B for the UDL you didn't multiply it with the distance to get the force acting downward. And it was clockwise to B you used minus. How pls? Thanks

[@Satpudatribalboy]

Sir. Deep explain sir like calculation

[@sonukumar-bp4wb]

Sir please reply for one doubt BM at point C if I calculate the BM from side left than answer is 990 and I Will calculate from Right than answer is - 360 why change value in same point

[@pawxnsingh]

same question

[@sanalchethalan2694]

Pls check the sign convention you had considered.

[@laviolenscia1992]

why 180 being multiplied by .5? shouldnt it be Mb=(-200 x 1) - (180 x 1) ?

[@utkarshchugh7643]

Daniel De Amat If we consider that 1 m only then for that 1 m UDL will act at the centre that's why its .5

[@TrendingShots24]

Daniel De Amat bro why don't he consider support reaction in b. M

[@poonchild]

@@utkarshchugh7643 You God. Thank you!!!!!

[@pubgdreamer6978]

180 is distributed load acting along the beam , he changed the distributed load into concentrated load( which means 180x1=180 ) then he multiplied by half which’s the distance from the load to the point he’s taking the moment

[@sanalchethalan2694]

@@TrendingShots24 there is no lever arm for that reaction to make a rotation or moment at point b

[@UnspokenThings]

you are as great as reema goyal

[@dambarudharsing5937]

sir, bm at pt C fm lft side isn't matching with right side. it gave me 3960. how?

[@sonukumar-bp4wb]

Yes you Right but my BM is 990 at point c from left and right is - 360

[@suvendudutta3116]

maximum bending moment ta buste parlam na sir maximum bending moment valu koto?

[@sriparno1146]

why did you give the unit of BM in KN, should it not be in N.

[@sarveshnaidu]

Why shear force at D =0?

[@TrustmeImanengineer.]

D shear force is -17.29 and B.M at D & C are zero as they are freely handing beam

[@saranshgupta9119]

You calculate it in the same manner as done for B and C , you'll get the answer as zero.

[@saranshgupta9119]

@@TrustmeImanengineer. nope

[@avert_]

Very nicely explained the concept in 5 mins !which my professor failed to explain in 5 lectures! U made my day! Tysm!

[@sahilmolla8307]

My professor Whole semester

[@rinasnasmin2762]

how did that there is two values for shear force value at b

[@akibjahangirchoudhury6013]

Do you now know the answer to the question you asked ??

[@KhandelwalPGIME]

But in question are you saying simply supportted beam but when you are solving bending moment than you are saying given beam is over hanging beam

[@Trade_with_dynast]

Bhai tera btech complete huva ☠️issey pd k

[@aa6oma124]

Moment at C how it becomes (-360×1)

[@avert_]

THe UDL force is 180/m and the distance is 2m so total force equals 360 and for calculation of moment , half of the distance is taken, so -360x2x1/2 = 360x-1 !

[@araknavs2691]

Good class sir 😊god bless you

[@ganeshgupta2706]

thank you sir

[@ganeshgupta2706]

for this video

[@ganeshgupta2706]

But, I have a question

[@ganeshgupta2706]

how to calculate M(max)

[@mdramjanali6370]

me also ?

[@subhanbhashaboyalakuntla3165]

Why should take two values

[@venkyrevu305]

Hand writing and explain very good sir...

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[@shubhambarde3463]

moment at b shoul be - 180 check it again

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[@mannanali1002]

While taking moment at right of support C, the uniform force 180 should have been multiplied with half the distance

[@avert_]

THe UDL force is 180/m and the distance is 2m so total force equals 360 and for calculation of moment , half of the distance is taken, so -360x2x1/2 = 360x-1 !

[@slowedreverbsongs8680]

@@avert_ brother why the shear force at point d are zero?

[@YashVardhanGhildiyal]

@@avert_ this doesn't even make sense. By that logic in BM calculation of A why is it - 90 and not - 180 then?

[@surenderchary3423]

Why did u again multiply 360 ×2

[@Dpack798]

@@avert_ why you have again multiply by 2 for 360

[@amalkiran5735]

Why is sheer force at d zero

[@mdramjanali6370]

maximum moment kitna hai sir o dekha nehi

[@navneet6447]

how can shear force at point D be zero it should be 420 Newtons

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[@ABRAR_404]

Sir, in Q the beam is simply supported but u take overhanging

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[@akibjahangirchoudhury6013]

@@Ekeeda instead of asking for downloading the app why don’t u answer to the question asked here … it will be a waste of time … if u were so much interested for app then u shouldn’t have posted any videos on KZbin

[@saimanish7879]

But u didnt do point of contraflexure...i have opened this video to see that calculation especially

[@YashodharAithal]

The point of contraflexure is about ( 3.656m ) from point B.

[@PanadolaPro]

i thought this was a simply support beam question how is this overhanging?

[@benjaminsharma2616]

I have the same question😊

[@mihirsahani5047]

Do you still need the answer?

[@messikaz5895]

@@mihirsahani5047 would you tell me answer about BM. For BM he is not counting Reaction forces Rb and Rc. how does that work?

[@ajayzj9472]

The video is going too slow. Giving enough time to search another video.

[@AhmedGamal-m1m4w]

god please you

[@ex6tamim345]

THE unit should be Newton not K-N.

[@mazenrizvi1614]

Not a very clear explaination like the 1st prblm

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[@ahmadhassanmuntari8764]

You havt to always show how you find the shear force values

[@dambarudharsing5937]

sorry sir, it gave 360😀

[@pratikamonkar2556]

Tq very much sir

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[@abhayrajsingh4617]

Why SFD is inclined here ,it only used in BMD and many portion of this video is non understoodable🙄🙄🙄🙄

[@ritabrata_]

The max BM calculation is wrong

[@AdarshSingh-pp4vf]

tmkb

[@Trade_with_dynast]

Nyc teaching don’t teach again

[@nikahmad8831]

This mr calculated in wrong way 😂 and wrong answer

[@Dpack798]

all are worng ...time waste only 😡😡

[@AdityaSingh-ul2tt]

itna ghtiya koi kaise padha leta h itna teji se padha kr nikl gye h ki pucho mtt kaise parabola bna kuch nhi smjhaye

[@-Kirankumarreddy]

u r wrong sir

[@Wanderlust884]

Why shear force at point D =0??

[@faneeshbansal]

As it is free end ( overhung)

[@swiftimportation9090]

@@faneeshbansal I don’t think so, shear force at A = 200N and it’s an overhanging end likewise