I think clarification on the horizontal vectors for the normal bending for each of the micro units would help; since, the acting force comes from above as the normal stress. Thanks.😊
thank you for explaining the part of the sign of the shear forces directly to the left and right of the load, because I was wondering why my shear force diagrams started positive and went into negative, much appreciated
One thing that was confusing me is that my book says shear stress also has a normal complimentary component. So it makes it seems like shear is both transverse and normal.
Is there such a thing where the shear force is more than two? For example there are six areas that is affected by the shear force. Hoping for a response thanks
Fist of all great video, you explained things very well and your animations make it easier to visualize everything. I have a question, What's the difference between Mc/I and -My/I. I seen a few examples that use Sigma a=N/A-MzYa/Iz. It seems like they are finding stress by subtracting bending stress to axial stress. I'm a bit confused with that.
This is the only video that explains about the vertical and horizontal shear stress of a beam, Thank you very much for sharing.
Direct to the point, it's fast, well explained and made very simple, just what I need, thanks for the vid
So great! I am slowly becoming less stressed for my statics exam thanks to your help. Thank you so so much!!!!
One of the simple & understable video for stress overview.....thank you sir
Excellent video
Great Video. Thanks a lot !! The visualisation solved all the doubts. Cheers !!
Thanks
Professor Arron
No one speaks better mechanic of materials then American
Please continue to give us your significant knowledge like this.
❤️ Thanks brother
great and clear explanation
Perfect conceptual approach. Extra points going for your nail demonstration.
great video for recapping stress
Simply fantastic tutorial related to all type of stress!
thanks for your helpfull lession cuz im not understand stress well yet but after your lession i think i got our sense
Thank u very much sir...It helped me a lot to understand about stress..Sir please keep going on like this..
I learn from this video more than from my professor for real 😳 thank for sharing this
I think clarification on the horizontal vectors for the normal bending for each of the micro units would help; since, the acting force comes from above as the normal stress. Thanks.😊
better understanding to give a example....so thanks for ... u
Very good explanation
Great job Aaron. Thank you.
This tutorial is really good! Thank you very much
Most comprehensive video ever 👍🏻
simple and clear explanation.....
outstanding......
Damn good Aaron, thanks for the great leasson!
Thanks for the video..It explains everything clearly..Sooo helpfull..😆😆😘❤️❤️
Very helpful,thanks
This video is so much useful! Thank you for uploading
excellent...thank you
Perfect Resume to decant the information once you seen it on class
Great explanation
helps a lot... thanks !
great video. excellent.
Great Explanation👍
Very good. Application of shear stress?
Excellent and appreciated!
very helpful and comprehensive, thanks..!!
i liked the way you presented the topic , Expecting more videos from you :)
Fantastic sir
thanks a lot sir outstanding video kindly give me more videos like these in structural analysis SFD and BMD
you are awesome sir.. this video is very helpful.. please keep going
I dont usually replay on video but I felt I had to thanks a lot
Exactly Hussian ..U are right
Wonderful video..are u the original creator of video,if yes, please post more videos.
Thank you very much! Very helpful indeed.
Thanx... amazing video!!!
Wish I watched this video 5 years ago :)
Great video
thank you for the video sir.. :) it really help me a lot..
THANK YOU AND GOD BLESS :)
thank you for explaining the part of the sign of the shear forces directly to the left and right of the load, because I was wondering why my shear force diagrams started positive and went into negative, much appreciated
excellent sir
For visualization branchs of these effects in mind that is awesome 😎
this video was awesome, best review ever. Thank you!!
@Aaron Schellenberg
I think there is another cause for normal stress. It's called BEARING STRESS
Thank you sir 😊 It's Great job ..
It would have been better if u expanded the short forms in the formula
Nice lecture
Thanq
Why don't the top and bottom elements have shear stress? Thanks
@ 5:11
very accurate video, thank you help my a lot
Excellent !!!
Good
..u r great .. thanks
tq sir.....for your explanation
thanku for this information
great explanation
Thank you , clear explanation..
thank you for the amazing video.
simple n easily understandable ...... sir plz make a simple video on centroid n moment of inertia ...... plzzz plzzzz :)
fantastic
Wow, that was fantastic 8O !!
Thank you so much ! God bless you !
One thing that was confusing me is that my book says shear stress also has a normal complimentary component. So it makes it seems like shear is both transverse and normal.
Great..
Thank you, very impressive comoarisonnof bed of nails.
nice video...thank u
well explained... thanks
I agree with you
now im at a much better position to understand what comes next. thanks!
Great tutorial
Thanks!! That was super helpful
love to much and plz continue
Thank you sir
awesome
Thank you for the explanation.
Thanks for the upload!
I think you gave the example of "pressure" instead of "stress" at first. Both are lookalike but not same.
all good but formulas are not explained
Magbol A
L-Ghamdi
Magbol AL-Ghamdi 0
very usefull!! thanks
Nicw video, but you should explain what are the V, Mc, J etc.
Is there such a thing where the shear force is more than two? For example there are six areas that is affected by the shear force. Hoping for a response thanks
helped me a lot..thank u
Thank you sir .
respect from Egypt .
So usefull - thank you!
why shear stress due to transverse load is zero at top since it also has reaction and load on it
الله يوفقك يا خويه
Thanks a lot sir
Great video but please define and explain the variables!
Fist of all great video, you explained things very well and your animations make it easier to visualize everything. I have a question, What's the difference between Mc/I and -My/I. I seen a few examples that use Sigma a=N/A-MzYa/Iz. It seems like they are finding stress by subtracting bending stress to axial stress. I'm a bit confused with that.
Mc means the maximum distance from the center. My means the y value can change from the center to the maximum r value.
itzz awsome video...but please if anyone can explain ...why they showing normal loading ( normal to beam ) over beam, while explaining average shear??
Because of this only im paying internet bills ❤
is the stress due to bending and torsion maximum as compared to any ?
Hello Teacher
what is the difference between Normal Stress and Average Normal Stress ???
Great job you just screwed my 70 slides PDF by 10 min video !
Thanks a ton !!!!
I love you to the moon and back!