Strength of Materials: Analysis of shearing stress
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- เผยแพร่เมื่อ 15 ก.ย. 2024
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amaxing explanation . i have never seen this kind of spoon feed explantion ever before with general life examples . simply superb
... and delicious.
mudasir shaik me to
An absolutely amazing explanation.
Concise and to the point. And with a bit of humor, too. Subscribed.
Welcome to the our channel... 6 months ago. :)
This kind of teachings is necessary in india
I spent a whole day trying to figure out shear force and finally this video made it click!
Sir.. this one video cleared many of my doubts. Really amazing way of teaching!
Explanation with simple examples was good to understand shearing stress, kindly upload other video
More videos will be uploaded in the future. It takes a while to make them.
Helped me understand the directions of bending and shear stresses. Very informative. Thank you so much 😊
We're glad it helped. :)
I never understood shear stress even after multiple attempts, until I saw this video, thanks professor
" I like French baguette, It is very Tasty!"
In fact I hv no words 2 explain...How much good your teaching style is....Hatssoff U sir....
Thanks!
Great demonstration with the Balsa wood pieces! Thank you!
You're welcome!
really your teaching power by showing simple examle is great i love your lecture style plz continue ...i had never seen like you i love it.
Wonderful Teaching. The kind we need in our Institutes. Thank you Sir.
Hands down this made me feel "less" dumb. Great explanation 😊
sir ur best ....keep it up good work sir ur inspiration for us....
A great explanation by a great instructor. Thank you for sharing your knowledge.
Sure, no problem.
as a french person, I really felt this explanation
This actually really helped me understand shear stress. Thanks!
Sir u are awesome , sir u are awesome , sir u are awesome , these kind of videos are very rare where one relates bookish theory to the real life
Sir I salute ur teaching methodology.... Deep respect
Super explaination sir. Thanks a lot...
Sir kindly make a video on lag shear in tension member.....
Amazingly awesome sir..!!.this is what I was searching...for..finally I found here ..where there is emphasis on building concepts..
👌👌✌ worth sharing..so shared..
Great!
if only my professor could share their knowledge like this
what a wonderful lecture it is ! thank you very much sir.Plz upload such conceptual video. It would be very helpful for us.
thank you for making concepts easier to understand
yeah,i am looking forward to see more videos
Dr. Jawa usually averages about one statics or materials video per month.
Extremely amazing explanation...plz make more such videos...thank u very much for this 1
Excellent video! Some more examples, diagrams along with your verbal explanations could further help. Did not quite fully understand why the shear at the edges of the baguette are zero. I get a rough idea why shear is maximum at the center--if a large diameter rod is extended under a weight, the middle part extends the most--just as you depicted in the "parabolic profile", but does that mean the shear is greatest at the center?? Is it because the area element at the center is the smallest while the area element at the sides is the greatest? Thanks in anticipation
I could not realize why shear stress is maximum at neutral axis and zero at extremities. Could you please explain it.Say, at extreme area is less that means ( F/less area= more stress)
very good explanation..doubt has fully cleared....thank you
Amazing explanation 👌, please can you do it also for other subjects
Easy to remember n no words sir really amazing lecture
great, got it within a minutes.
JAWA YOU ROCK !!!!
Thank you very much for your beautiful explanation.
I have a dumb question, you said that at the edges of the bread there is zero shear because there is zero area. so are you saying that we get max area at the neutral axis? don't we only get half the area at the neutral axis and the max area at the bottom end of the bread?
Do you know why or are you still waiting to hear back??
the area is calculated away from the neutral axis. So whether at the top or bottom, the area is the same from the neutral axis.
I think it has to do with equilibrium. There is no area above, so no shear force from above. Thus equilibrium it must have no shear force from below
Sir.. Where can we watch ur video on calculation of shear stress in beams? Could u provide the link..? Coz i searched but didn't get it
Thanks sir
Lot of new info about shear stress
Amazing explanation
absolutely amazing!!
Just have question,how to calculate shear force to cut sugarcane of 40 mm diameter....
perfect and simple !! thank you!!
Thanks sir for your excellent lecture.... please upload the full videos on each topic.
Eventually we would like to. It takes a lot of time and effort to make these videos and we have limited resources.
Thank you sir for this explanation
IDK Y I DINT FIND THIS VIDEO BEFORE . GREAT EXPLAINATION SIR .. THANK YOU :)
Great explanation sir. Thank you very much.
good explanation My concept got clear
nice explanation with relevant examples
i am waiting for your great videos plz upload new videos as soon as possible.
you are an amazing teacher
Wow talented professor!
great explanation, more videos plz
I still think I’m missing something. If sheer stress is maximum at the NA then why when we cut through steel does the material fracture from the edges (where the shear stress is zero) instead of fracturing from the middle?
Amazing teaching sir. Thank you
i just wanna say only one thing '' I SUBSCRIBED''
Thats why I respect Indians❤❤
Excellent Demo.
Thanks!
thank you
thank you for clarity.. if there is a playlist continuity with it ? kindly share..
superb sir
elegant explanation
What is direction of shear stress in beam and how does it is represented in principle planes
Thanks for the knowledge sir! subscribed
You won't be disappointed. More videos to come.
Can I get complete playlist of strength of material ,I'am preparing for GATE
awesome video men!
Glad you liked it.
Do you have a video about how to analyze bearing stress?
Sir please explain a critical resolved shear stress
YOU ARE THE BEST
Hello sir, am trying to define the bounds for shear modulus of composite with n phase isotropic materials but I finding it difficult to define the conditions for the correct solution. For the correct solution, is the shear strain constant or the shear stress. And also at for incorrect solution, is the shear stress constant for all directions? Your response will help me greatly in my project
as shear strain is directly proportional to radius nothing to do with shear modulus so shear strain is constant for a given radius where as shear stress is completely depends on shear modulus
which failure (cracks) occurs first shear or bending ? why ?
Sir can u pls suggest me the best book for strength of materials?
Your video is very helpful
Great!
TRANSVERSE AAPNE ACHCHE SE NHI BATAYA.(YOU DID NOT EXPLAIN TRANSVERSE FORCE ACHHE SE .)
Best
I would also like to see the other video , can't find it
Follow-up videos will be created in the future.
best one
super sir...
THANKS!
You're welcome!
sir,next part ???
very nice explanation
Thanks.
Is there any beam in which shearing force is possible without bending?
no
Continuation of this video sir???
full video is not available. where can I find complete video
What is missing?
useful concept
Nice
I like French bagget as well
*baguette
Thanks, love the "real" examples! I hate when everything is explained all super bio-mechanical(y), using lots of scientific words and such.
where can we find the continution for this video?
It is being developed.
Super sir
At the end he said let's get started. but I couldn't find the video
That video will be created in the future. At the moment, introduction videos are being created.
i love this
The bread does look delicious.
nice
Sir sry to say that I hv one doubt how we appy shear force we will apply external transverse load ...due to external load in opposite shear force will developed due to that shear force 1st shear stress will developed in horizontal direction...due to horizontal shear stress a complimentary vertical shear stress will developed...is there any wrong plz reply me??
it's good
Thanks!
NIce
U must be a tamilian ryt..
Let's get this bread.
Try don't blinks 😅
ممكن يكون فى ترجمه
عربى
karnım acıktı zalım
nt to much easier . need to some improvment
Clearly he hasn't cut a baguette 🥖 before 😬 but great explanation
Ha! We each have our own different baguette cutting styles. :)