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Dear Ekeeda I follow your videos and I don't think there is any student who doesn't understand them. Thank you very much for the explanations. Generally, in all the videos where -TAU- the shear stress (of the steel) is needed, the value of this is more or less 0.6 of the normal stress. Like the shear stress I would like to know (in the case of two plates that rotate on a steel link) in order to be able to know THE necessary THICKNESS of the plates that are not produced in them flattening How as the flattening stress is calculated for the steel material?
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Sir what is the difference between elastic limit and proportional limit? As we remove the load it can regain it's original shape upto point A also the same result for point B. But in graph one is straight line and another is curve... What is the reason behind it??
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we highly appreciate this endeavour of making these : SHORT-TO THE POINT-INFORMATIVE videos. pls look at time 1:46 minutes. of this video----the audio suddenly lowers to a bare minimum. pls rectify. thank you
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respected sir what is the reason behind the graph is falling from c to d and going up d to e again fallling from e to f however you have told that stress i has decreased or increased at every variation in graph but please tell the reason why ? and sir this vedio was great that i got doubts
sagar khonde It's not compulsory that stress will increase regularly..as stress is internal resistance offered by the material under the influence of external load... After point C the body will lose its elastic nature therefore leads to decrease in stress... And after point E..necking process starts which leads to decrease in area of cross section which further leads to decrease in stress...
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Best explanation ever!! But I was thinking why the curve is decreasing between points E and F ? the applied force on the specimen is increasing and the cross sectional area decreases (i.e the specimen gets thinner) which means that the stress is always increasing .. Thanks a lot
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Thank you very much Teacher , I have mid exam tomorrow and the video really helped me a lot both for " ductile and brittle material videos " . And I will inform you my grade . Thank you very much !!!!!!!
Thank you sir for the wonderful explanation.... Now I'm confident enough to answer questions regarding Stress Vs Strain Diagram on my midterm exam. Thanks alot
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I want to know one thing: Since we are stressing the material initially there is no deformation. As we apply more load, the material starts to show resistance. So stain is depending upon the load. Why is not strain taken on the y axis ? Is strain causing stress or stress is causing strain ?
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Sir, I have a doubt.. Hooks law is valid upto elastic limit, but here stress is prop to strain upto limit of proportional... According to hooks law what's the correct point sir,..
Sir , are we actually increasing stress or increasing strain and seeing the corespondent change in strain and stress respectively ??, because there is strain on independent axis and stress on dependent axis... Confusing!!
Point E is very important as it is ultimate strength but you have mentioned it wrong. From a to b is elasto-plastic region, not elastic. After point a, elastic property is lost. Some important points have not been explained
He is ok but he failed to give more explanation about the graph. Why mild steel is most commonly used material in civil construction? Why stress is plotted against Y- axis and strain is plotted against x-axis? What is the angle made by the curve at the initial stage? What is the percentage of the elongation at the each stage? What is the gauge length and it's value? What is gauge dia and it's value? He havenot explained why the stress is falls from c to d and why the stress again raised from D to E? He failed to explain about the carbon role here. so many things are there he just simply explaining about what written in the book? He failed to explain at what stage material starts yielding ? At 0.2% material starts yielding in fe250 steel that can be seen visually through naked eyes(which means yield point can be defined)whereas in fe415 and fe500 yield point is not defined.
![เปิดคำทำนาย นอสตราดามุส - บาบา วานก้า ปี 2025 คนทั่วโลกต้องเจออะไรบ้าง? | แฉ 11 ธ.ค. 67 [2/3] |GMM25](http://i.ytimg.com/vi/xmTIKWJUMPM/mqdefault.jpg)
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-Correction-
Dear sir
The point which you have marked as yield point i.e Point E is ULTIMATE STRENGTH rather than Yield Point.
Please correct it.
Grateful to you for bringing an error to our notice and helping us by giving us an opportunity to alter it to a correct one soon.
Ekeeda can you put an annotation
thanks
didn't understand what's the meaning of point E
Sir please correct this mistake...
best video for this curve don't need to go anywhere thank you sir ❤
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Dear Ekeeda
I follow your videos and I don't think there is any student who doesn't understand them. Thank you very much for the explanations.
Generally, in all the videos where -TAU- the shear stress (of the steel) is needed, the value of this is more or less 0.6 of the normal stress.
Like the shear stress I would like to know (in the case of two plates that rotate on a steel link) in order to be able to know THE necessary THICKNESS of the plates that are not produced in them flattening How as the flattening stress is calculated for the steel material?
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Sir what is the difference between elastic limit and proportional limit? As we remove the load it can regain it's original shape upto point A also the same result for point B. But in graph one is straight line and another is curve... What is the reason behind it??
Best skill to teach ever i seen
Thank you Sir 🙏
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Thanks mawa, Nu challaga undali mawaaa
Best video super teaching sir
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Sir you have the best skills of teaching ❤️❤️
Note idea is so cute and easy love u sir....
Great lecture🙌🙌🙌🙌🙌
Thank you sir it's really helpful in my examination 🙏🙏🙏
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we highly appreciate this endeavour of making these : SHORT-TO THE POINT-INFORMATIVE videos. pls look at time 1:46 minutes. of this video----the audio suddenly lowers to a bare minimum. pls rectify. thank you
Thank you so much sir... Video was really helping for me as we are having exam in next week... Tysm..
hats of to u sir.....such a beautiful simple understanding classes giving for us...
thaku so much
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Ekeeda yaa shore sir....
sir...plzz making the classes of production tecnology
Very nice
Thank you sir for the wonderful explanation....
Thank-you sir
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Now, my all doubts have cleared. Thank you sir 🙏🏻 💐 ❤️
Aythe chikuuu vandhii
Thanks for the explanation. Very clear and concise.
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Nice bahut acha smjhya
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Very nice explain sir. but this is very small concet. useful to students and me. thank u sir.
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Good job sir
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concept clearing video.Thanks a lot.
Thanks for watching, stay tuned for more videos.
At point E this is ultimate point
Good explanation thank you
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Thanks you ☺️ sir
tq very much for this helpful video
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Thank you so much sirrr
sir very much satisfied with the videos but can we have videos regarding agricultural engineering subjects
We recorded your response. We will Come back to you shortly.
sir i too agrees with anshul, we are from b,tech agricultural engg backgroud so guide us too pls
nice efforts
Thanks!!
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Best video
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E point is ultimate point sir
Sir, can you please explain difference between limit state and working stress method ...?
Thank you so much sir...
Please teach diploma all subjects it's really helpful
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Thank you so much sir
It's very helpful for me
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ultimate stress for brittle material
Good lecture
It was helpful. Thank you so much.
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thankyou soo much
respected sir
what is the reason behind the graph is falling from c to d and going up d to e
again fallling from e to f
however you have told that stress i
has decreased or increased at every variation in graph but please tell the reason why ?
and sir this vedio was great that i got doubts
sagar khonde It's not compulsory that stress will increase regularly..as stress is internal resistance offered by the material under the influence of external load...
After point C the body will lose its elastic nature therefore leads to decrease in stress...
And after point E..necking process starts which leads to decrease in area of cross section which further leads to decrease in stress...
Exacallent......
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Thaks a lot sir
Hi Sir, can u please explain about linear stress and non linear stress analysis please,
Sir please explain about the true stress-strain curve along with flow stress and average flow stress
thanks alot sir
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A is the proportional limit,not OA
However you have explained well
Best explanation ever!!
But I was thinking why the curve is decreasing between points E and F ? the applied force on the specimen is increasing and the cross sectional area decreases (i.e the specimen gets thinner) which means that the stress is always increasing .. Thanks a lot
The machine is getting weaker
Very very thank you sir
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this is the first time that i have seen ur video with less explanation
Good explanation sir 👌
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it is a very appreciable thanks
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sir can u make a videos on manufacturing technology and thermodynamic subjects related to interview point
Playback speed 1.5
Thanks
2x better 😂
4x is better
I used primunum
Thanks for the explanation. But the point at E= ultimate strength
Yes, at point E, Ultimate Strength
Thank you very much Teacher , I have mid exam tomorrow and the video really helped me a lot both for " ductile and brittle material videos " . And I will inform you my grade . Thank you very much !!!!!!!
Thank you sir for the wonderful explanation.... Now I'm confident enough to answer questions regarding Stress Vs Strain Diagram on my midterm exam. Thanks alot
Thanks for watching, stay tuned for more videos.
Yeah
thank u very much sir
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thank you sir nice explanation..please clarify me a small doubt that.hooks law is applicable upto proportional limit or elastic limit.
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Proportionality limit bro
Sir please some vedio on Environmental Engineering please please.
Happy teachers day sir ...
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good explanation
very good explane sir
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Sir can you explain graph for non ductile metals. Super from UK
please do the stress strain curve of mild steel
Love it
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I want to know one thing: Since we are stressing the material initially there is no deformation. As we apply more load, the material starts to show resistance. So stain is depending upon the load. Why is not strain taken on the y axis ? Is strain causing stress or stress is causing strain ?
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Point D to E called Ultimate stress.......
At point E is ultimate tensile stress
hooke's law valid upto proportional limit or elastic limit???
Will surely try to support your channel on Patreon. Thanks for the good work!
Plz share link for video of stress strain diagram for mild steel
Tq sir
Super sir
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Sir, upto proportionality limit the stress strain relationship is linear or proptionnal
Cheers Elvis!
Nice sir
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thanks sir
You are most welcome.
E point is called ultimate tensile stresses not yeild stress
Sir,
Is yield point/stress is equal to shear strength of that particular material???
what's your name sir...really the video is very helpful..
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nice
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E point is not yield point..it is ultimate point
Why there is upper and lower yield point. And what are the significance of both point
Sir, I have a doubt.. Hooks law is valid upto elastic limit, but here stress is prop to strain upto limit of proportional... According to hooks law what's the correct point sir,..
Why there is declination from C to D?
sir machine drawing ko v upload kijiye plz
Sir , are we actually increasing stress or increasing strain and seeing the corespondent change in strain and stress respectively ??, because there is strain on independent axis and stress on dependent axis... Confusing!!
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Why stress is decreased between upper and lower yield point while strain is increased?
Sir, yourway of teaching is really good but i think your voice at sometimes was not audible.
Sir what will be if body is released from point e?
Point E is ultimate testile stress
Point E is very important as it is ultimate strength but you have mentioned it wrong. From a to b is elasto-plastic region, not elastic. After point a, elastic property is lost. Some important points have not been explained
He is ok but he failed to give more explanation about the graph.
Why mild steel is most commonly used material in civil construction?
Why stress is plotted against Y- axis and strain is plotted against x-axis?
What is the angle made by the curve at the initial stage?
What is the percentage of the elongation at the each stage?
What is the gauge length and it's value?
What is gauge dia and it's value?
He havenot explained why the stress is falls from c to d and why the stress again raised from D to E?
He failed to explain about the carbon role here.
so many things are there he just simply explaining about what written in the book?
He failed to explain at what stage material starts yielding ? At 0.2% material starts yielding in fe250 steel that can be seen visually through naked eyes(which means yield point can be defined)whereas in fe415 and fe500 yield point is not defined.
Hello sir! Do you file that detail about your video ?
Necking of metal happen at which limit
Sir I have a small doubt that is what is the difference between stress strain curve and stress strain curve for ductile
Sir aap jondhale college me aap ne teaching kiya hai