SFD and BMD - Problem 1 - Part 1 - Shear Force and Bending Moment Diagram - Strength of Materials

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[@wtfiaaan1919]

Wish you could make the app available for everyone

[@GursewakSingh-qv9jy]

Ra de value wonge aa -81.29 right

[@ece39pranshupatel71]

Very great explanation.....evn after 5 years your videos are worth watching without any camera recording or any other issues..... great work sir...keep smiling and shining

[@olamilekanogunjobi4408]

This is the best video yiu can ever see on SMB and BMD.....hos teaching technique is awesome......he is undoubtedly the best teacher I've seen in my life......pls keep it up sir......he broke everything down into pieces and explained each one perfectly.... thanks once again

[@olmosmusiccompendium1603]

Thank you for patiently going point by point making sure the conventions are well explained, I was getting frustrated seeing all other teachers rushing everything to make the videos as brief as possible

[@sanjeevshah5638]

But sir u told in last lecture that if bending moment at just right to the section is clockwise then taken to be negetive but when you calculating B.M at A u taken wrong sign convection?

[@RohitRana-rh8pv]

this was really descriptive and helpful, thank you.

[@DaramolaBoluwaji]

Thank you very much sir, you are helping me understand it better, even after 8 years of your video

[@ruel7401]

You're a good lecturer. Can you do a tutorial on Communication for Engineers.

[@jaydeepthakker6577]

Thank u sir bcoz of ur video i was able to pass my exam

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[@niranjan3423]

Your teaching skill is amazing sir. 👌

[@jenishjadav4808]

Sir really , you are amazing teacher ... I understand very easy after watch your video.. Thank you so much sir 💜

[@nishulshukla1091]

sir please apka concept bahut clear hai

[@shivashelva_]

It's better to update a title card of the next video which is easy to go through continuously. Thanks for these wonderful videos.

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[@gauravroy7238]

After watching your video I have understood clearly this chapter... So thanks a lot sir

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[@ravishrivastava4157]

Thnx a lot dear sir

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[@abner_O]

you are the best lecturer ever!

[@sabinshrestha2237]

I serve u mu great respect and thankness toward u sir👌😊 Thank you so much

[@AKRaja-yb9yt]

Thanks sir, it is very good explanation of SFD and BMD

[@sairapaka8559]

Thank you sir, Finally I understood sfd & bmd form you sir ... 🙏

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[@virajahir]

Please make playlists subject wise. It will be more convenient.

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[@rbmajithiya4720]

sir, your lectures are superb. plz share a lecture for AFD SFD and BMD for plane frame

[@Anuragjorwal11]

Shear force at pt. E should be zero

[@swapnamallick1347]

Thanks you Sri

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[@ईस्टINDIAकम्पनी]

Sir, mere saare concept clear ho gye ..thank u

[@jasonnxox6203]

thank-you so much for making videos on this chapter!

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[@kommuvinodkumar2896]

+Ekeeda I want to watch full videos of SA-1, SM-1, H&HM and FM how to get these ? please help

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[@kumarpawar4017]

Nice sir fantastic

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[@navyamamidi551]

Excent bro explenation is very supper and my feedback is ultrasuper pro maxxx

[@sailendrakumar4073]

ur content are too goodd sir .....just keep it upp..👌👌👍

[@akaal1905]

thank u very much sir.......u r great... explaining everything with perfection.

[@arjunpatil4469]

Thanks sir... Excellent Explanation of problems based on SFD & BMD......

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[@deepikasoni4833]

Thankyou so much sir..🙂

[@greenroberts8819]

Hey sir how do u find maximum bending moment and ite position

[@priyankamodhugumodi6745]

Very much helpful thankyou sir

[@rhshovan]

THANK YOU SO MUCH..... 05/09/2023

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[@adityamistri5649]

Very helpful sir....thank u sir..

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[@MohdZubair-bf5qb]

sir .. uplode ur videos in a systematic numbering manner .. 👏👏👏😍

[@RAVITEJA-jt9dt]

Ra =38 kN, Rb=11KN

[@hans3331000]

HOLY CRAP THANK YOU

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[@kaustubhs.sakpal7691]

Awesome explanations for som subject ⚡💕

[@apurvdeshpande1997]

Thank you sir...it was very helpful haa 💯❤

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[@user-xu8ow6ks2p]

Sir jis question me point load horizontal hota h use karte hain

[@shaileshneware3001]

Thank you so much sir😊👍

[@pyaephyohein7852]

Thank you so much sir

[@ethamukkalaprathap8151]

Thanks sir I pass strength of materials -1

[@kshitizpathak7289]

sir apne apni sari videos delete kyu krdi...bahut help mil jati thi

[@nareshmanne2790]

I will pass good helps sir

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[@beingnad135]

please note reaction forces are wrong its not correct the right of reaction force a must be considered positive !!!!!!

[@kaunho2437]

I m big fan of ur teaching style pls upload more video regarding design of slab.

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[@user-cw4xm2bm1i]

Should the shear force be 0 at E ?

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[@varundabi9252]

At 3:08 while solving moment of force at point A, why is clockwise direction given positive and anticlockwise direction given negative??? Usually for a moment of force we take clockwise direction as negative and anticlockwise as positive!

[@bhargavkelkar6877]

You can take it other way and calculate..The answer is same

[@rameshsirisetty2842]

Good explanation sir But sum confusition reaction takings, tell me oder wise, poor students not understansing

[@whitecoat4413]

remarkable👏👏👏

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[@vikas2435]

Thank you

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[@vamsikrishna5741]

Excellent sir

[@mandlasiddhartha6531]

Nice sir ❤️👍

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[@satyaprakash-xr1th]

Where should I take section ??

[@funnyeiapav3nom265]

Thnx sir for your videos but your mostly videos are private?

[@Heartoftheummah82]

Sir u did roung u have to divide with RB ÷7

[@dreamy_path]

Sir what is point of contraflexure??

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[@wanglolowang9028]

VERY HELPFUL SIR...and some details on Cantilever also.

[@SIVAPEDIREDLA]

At points A,D and B the value is getting different when we take section as left side

[@SIVAPEDIREDLA]

Can u tell why this happens?

[@Walst9]

Y did u taken moment at 'B'.? Wch is anticlockwise 🔄 @3:20

[@DudeItsJosh]

You can take the moment at either Ra or Rb. He chose Rb, and when you think about it, if a force were to be applied at that exact point, the movement wouldn't be clockwise, it practically doesn't make sense.

[@kabirsharma4820]

Shear force is defined as a force which acts parallel to surface. Then why is it always represented perpendicular to beam in SFD?

[@Ekeeda]

Because beam is a horizontal member subjected to vertical loading and shearing of the beam is in vertical plane.

[@kabirsharma4820]

Thank you for replying, this clears my doubt.

[@johnpaulchalla9132]

SFD is also called as traverse force diagram...it represents force perpendicular to axis of beam

[@harikrishna-ck6pc]

thank you so much sir for clear explenation

[@dileepkumar-bs3io]

Tqq sir ..I have cleared my exam because of you sir..tqq so much🙏🙏

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[@zaidradwan4000]

Thank you doc

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[@OAOOSaicharan]

Thanks sir

[@ameenbadewale3518]

Sir 95/per understand. Tq sir more video uploaded sir

[@mainakdutta905]

3:08- sir you have taken the sign convention wrong

[@ShivamGupta-us6np]

Why we take submission of fy here ? What is the use sir please tell Mee 🙏🙏

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We are more than happy to solve your queries.However for this you will have to download the Ekeeda-Learning Application by going through this link bit.ly/353lpP2 ,because we don't answer any technical queries on youtube for this we have a dedicated team.

[@viprajkumar8011]

Do u mean why summation fy is zero

[@viprajkumar8011]

Summation fy should equal to zero at any point of structural member as we should design the stable structures ...if summation fy should not be equal to zero .....then the stability of structural may lost

[@zaidradwan4000]

Thanx

[@irzaanshaik1403]

Thank u sir thank u so much ur genius sir

[@mnyogi9313]

really nice job

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[@mdeiamin9452]

sir your teaching style is sooooooooooo clear...it help me much......i hope you also help in feature......''''' THANKS A LOT'''''

[@mitaligarud8927]

Finally understood ! Thank you sir

[@omsingh1148]

Sir plz make lectures on structure analysis

[@Ekeeda]

We will upload content soon

[@goodmanringeta8530]

Om Singh thank you for raising it man.

[@Publicdemand000]

Good job sir

[@venkatesh2285]

Dear Sir what is the difference between moment and bending moment? is both are same? can you please explain? sir

[@Ekeeda]

Moment is a quantity which causes bending of a member over which it is acting and the effect is rotation of a member.Yes moment & bending moment both are same.

[@aquib62]

Why do we not calculate distance from point C to point B? Why only till point A?

[@vaibhavkharat8958]

Sir plzz add combine uvl and udl compound beam

[@stuartwilloughby3512]

Could you describe the shear forces as 'between points' instead of 'at point'? For example; - Between points C-A SF= -10kN - Between points A-D SF= 6.71kN

[@wasimshaikh5241]

Thanks sar

[@Vidya-q9z]

Sir I have one doubt SF at b value =15 why this value remains constant upto E ???

[@narendarmangali8634]

Sir downwords having positive charge (+)

[@satya8509]

Sir why r u taking £Mà clock wise positive and anti clock wise negative?

[@satishrayudu3012]

Sir can you explain the concept of SFD&BMD

[@jamieschaefer2254]

thanks!

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[@amankumargiri3163]

How SF at point E = 15kN

[@jayapradeepp1745]

It's near the support. At the section B and E the concept said that at the starting of problem solving. Do watch carefully!!!!!!. My dear 💕friend.

[@juanelandri930]

Really helpful, thanks!

[@unknownman1]

ArchJuan ipu student?

[@prettypreciousfrancisbasse4758]

thank you for this video i really gained more understanding

[@rushisonawane7073]

What about negative sign of RB

[@ghingoor]

Is this sfd and bmd by first principle?

[@bhaskarkashyap1586]

For bending moment upward forces are positive and downward forces are negative Why confusing again by anticlockwise and clockwise???

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[@aqibjawaid8112]

Please add again a simply supported beam caary udl on whole span calculate bending moment and shear force

[@swornimkc8260]

Sir for shear force we have to multiply the centre of gravity also or what i am too confuse can we do your steps or what plz help me sir ?

[@surendrakale9026]

I like and thank

[@sajaykumar2594]

Hllo Sri yours explain is good but when drawing the simply support Beam explain the diagram in slow sir .

[@messikaz5895]

but if we take shear at point E, the section to the right 15 KN will be positive being downward and the sections to left the downward forces will be negative and upward will be positive, so when we calculate for point E with respect to this method then our shear force becomes 30........ Shouldn't our shear force would be 0 at point E, if yes then why it becomes 30 at point E ???????

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[@MA-Kareem-Hassan]

sir which tripod or what u r using to shoot & record videos, pls let me know sir. i like your video very much