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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
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
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?
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
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Viraj Ahir we are working on it. Viraj Ahir we request you to share our work with your friends and family. BECAUSE YOUR LOVE GIVES US POWER TO PRODUCE MORE AND MORE GOOD CONTENT TO SPREAD THE QUALITY FREE EDUCATION. Stay tuned with ekeeda channel for more videos. You can Subscribe by clicking on below link th-cam.com/users/ekeeda Viraj Ahir you can Help Us to Improve our Service. #Viraj Ahir #Ekeeda #YourVirtualTeacher #LoveEducaion #OnlineLectures For more Educational Information Visit ekeeda.com You can also provide us Financial Help to continue this good work www.patreon.com/ekeeda
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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 ???????
hello sir. this is vijay . i like your videos,but iam not getting bending moment calculations. please kindly explain once again .if you dont mine....thank you sir
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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
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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
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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!
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Sir I have a problem that I can't draw it's sfd and bmd. 'A simply supported beam of span 17m carries a udl of 2kn/m over 10m from right support and a point load of 5kn at a distance of 5m from the left support. Sir kindly solve this
![Concept of Shear Force and Bending Moment Diagram - Strength of Materials [Solved Problems]](/img/n.gif)
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Ra de value wonge aa -81.29 right
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
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
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?
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
this was really descriptive and helpful, thank you.
Thank you very much sir, you are helping me understand it better, even after 8 years of your video
Sir really , you are amazing teacher ... I understand very easy after watch your video.. Thank you so much sir 💜
You're a good lecturer. Can you do a tutorial on Communication for Engineers.
Your teaching skill is amazing sir. 👌
Thnx a lot dear sir
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I serve u mu great respect and thankness toward u sir👌😊
Thank you so much
Shear force at pt. E should be zero
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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Thank u sir bcoz of ur video i was able to pass my exam
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ur content are too goodd sir .....just keep it upp..👌👌👍
Thank you sir, Finally I understood sfd & bmd form you sir ... 🙏
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After watching your video I have understood clearly this chapter... So thanks a lot sir
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sir please apka concept bahut clear hai
you are the best lecturer ever!
thank-you so much for making videos on this chapter!
Thanks for watching, stay tuned for more videos.
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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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Thanks sir, it is very good explanation of SFD and BMD
sir, your lectures are superb. plz share a lecture for AFD SFD and BMD for plane frame
Excent bro explenation is very supper and my feedback is ultrasuper pro maxxx
Thanks you Sri
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Nice sir fantastic
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thank u very much sir.......u r great...
explaining everything with perfection.
sir .. uplode ur videos in a systematic numbering manner .. 👏👏👏😍
Thankyou so much sir..🙂
Thank you sir...it was very helpful haa 💯❤
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Thank you sir 🙏😊❤
Very helpful sir....thank u sir..
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Sir, mere saare concept clear ho gye ..thank u
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Thanks sir...
Excellent Explanation of problems based on SFD & BMD......
Thank you!
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Please make playlists subject wise. It will be more convenient.
Viraj Ahir we are working on it.
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Very much helpful thankyou sir
Awesome explanations for som subject ⚡💕
I will pass good helps sir
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I m big fan of ur teaching style pls upload more video regarding design of slab.
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Tqq sir ..I have cleared my exam because of you sir..tqq so much🙏🙏
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sir your teaching style is sooooooooooo clear...it help me much......i hope you also help in feature......'''''
THANKS A LOT'''''
Thnx sir for your videos but your mostly videos are private?
HOLY CRAP THANK YOU
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Thank you so much sir😊👍
Good explanation sir
But sum confusition reaction takings, tell me oder wise, poor students not understansing
Hllo Sri yours explain is good but when drawing the simply support Beam explain the diagram in slow sir .
Hey sir how do u find maximum bending moment and ite position
I wrote your definitions of SF and BM during exam but my teacher gave me zero... Who should I blame??
where r u from?
India
😂😂😂😂
in engineering Marks depend on the one who checks paper not the video you see on TH-cam bro
Blame education system
THANK YOU SO MUCH.....
05/09/2023
Sir why r u taking £Mà clock wise positive and anti clock wise negative?
thank u so much sir you help me a lot
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Thanks sir I pass strength of materials -1
Thanks sir
Good job sir
thank you for this video i really gained more understanding
VERY HELPFUL SIR...and some details on Cantilever also.
sir which tripod or what u r using to shoot & record videos, pls let me know sir. i like your video very much
Excellent sir
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 ?
Should the shear force be 0 at E ?
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Sir the last point shear force at point E is +15KN but the force is acting downward why it can't be -15??
Please clear my problem
Sir why your some video are private
remarkable👏👏👏
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sir apne apni sari videos delete kyu krdi...bahut help mil jati thi
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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hello sir. this is vijay . i like your videos,but iam not getting bending moment calculations. please kindly explain once again .if you dont mine....thank you sir
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Where should I take section ??
Super sir
Strength of materials kon si book best hai
Rs khurmi
Rk Bansal
Please reply 🙏
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
Thanx
Why do we not calculate distance from point C to point B? Why only till point A?
please note reaction forces are wrong its not correct the right of reaction force a must be considered positive !!!!!!
Finally understood ! Thank you sir
At points A,D and B the value is getting different when we take section as left side
Can u tell why this happens?
Thank you doc
Your words means a lot to us!
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Nice sir ❤️👍
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Why we take submission of fy here ? What is the use sir please tell Mee 🙏🙏
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Do u mean why summation fy is zero
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
Thank u sir thank u so much ur genius sir
Thanks sar
Really helpful, thanks!
ArchJuan ipu student?
Sir what is point of contraflexure??
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Is this sfd and bmd by first principle?
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!
You can take it other way and calculate..The answer is same
Sir mujh sfd k sign convention m confusion h
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How can get the another video..we from Bangladesh
Sir 95/per understand. Tq sir more video uploaded sir
For bending moment upward forces are positive and downward forces are negative
Why confusing again by anticlockwise and clockwise???
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Any idea how to draw the diagram if it's not given I mean how to know which forces are acting up or down how do we know that
really nice job
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Sir jis question me point load horizontal hota h use karte hain
Sir I have a problem that I can't draw it's sfd and bmd. 'A simply supported beam of span 17m carries a udl of 2kn/m over 10m from right support and a point load of 5kn at a distance of 5m from the left support. Sir kindly solve this
In my answer Ra=38, Rb=11 ,which answer is correct.
sir,
I want to watch total SA Subject topic wise not single problems.
what I have to do sir?
Sir can you explain the concept of SFD&BMD
SF at point E should be -15KN?? isn't it???
Shear force is defined as a force which acts parallel to surface. Then why is it always represented perpendicular to beam in SFD?
Because beam is a horizontal member subjected to vertical loading and shearing of the beam is in vertical plane.
Thank you for replying, this clears my doubt.
SFD is also called as traverse force diagram...it represents force perpendicular to axis of beam