Stress on an Inclined Plane.MP4
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- Опубліковано 30 січ 2011
- Here's how to calculate stress on an inclined plane due to an axial load. I show how to find the expressions for normal stress and shear stress. Then I show how shear stress is a maximum at 45 degrees.
I spent hours and hours trying to understand this, but this video has cleared it up for me in 10 minutes! Thanks!
Brilliant explanations, and done without editing!
Best available mechanics clips on youtube, I don't know how lecturer's in Sydney have a job after watching you. You make them look like mumbling fools.
You're on the ground level of the next generation of education and I truly hope you prosper and grow in this field.
Keep up the good work mate!
The way you drew the figure in the first sight explained every thing, great job. lucid and clear. Thanks
You're always very good at explaining things, Prof! Thanks.
I tried many Vdos out there, but yours is the best and was able to understand the concept very clear !! Thank you very much
You are such a good teacher, I watched you as a student, I now watch you as a teacher and you hit home runs every time. Your videos are invaluable for many to fill that gap by giving the correct and detailed background of the theory.
Very good, clear, concise, easy to follow video. Thank you very much, its made it clear for me!
simple and clear explanation, I made some progress. thanks to you. :) have a great day.
i have read many articles on that topics but this was the best lecture which gave me more understanding than those articles
better explanation than any person or book gave me, thanks! I finally get it now.
Beautiful explanation. Straightforward and great use of examples
Very nice explanation Professor. This lecture is excellent for undergraduate students.
You are most welcome. I'm glad the videos are helpful. I like to collect UA-cam hits. If you like these videos, please help me spread the word :-)
- RMF
you are a saviour my man.
I think there are only a few videos in your channel that I haven't seen. Right now I am WAY ahead of my mechanics of solids class :D thank you so much!
If only youtube was around when I was in engineering college. These videos would surely have been very helpful!
GR8 ONCE AGAIN,,,,GUESS WHAT ..MY SEMESTER EXAM IS TOMORROW AND I AM LEARNING FROM UR VIDEOS...
Thank you! Great Video. Explained perfectly.
sir u have been amazing al the time i wish our professors were qualified as u are :)
Thanks a lot sir. Love from India ❤️🙏
You're most welcome. It's great to hear from a viewer so far from where I live :-)
So well explanation thanks !
u taught it soo well!!
thank u sir!
Thanks for such excelent explanation!
The good teacher is a teacher with excellent art skill
I hope this means that my drawing was OK. I think all Engineers should take art classes :-)
dude I love you so much, my teacher for materials as sweet as she is, she is not good at explaining and I need your help
Great teaching skills much better than here in India in 2022. Thank you professor.
THANK YOU SIR You reduced a one hour lecture into 10 minutes.
Sir thank you for making such videos i am a die hard fan of yours.
Awesome video,thanks a lot Prof 😁😁😁😁
Really helpful, thank you!!!
thnq sir.... east or west u r the best....
BEAUTIFUL!
SO helpful 🙏🏼 thanks
420th like! Great video, clarified the confusion for me. Especially love the correlation to the breaking of columns on an angle
Nice explanation,Thanks.
that was great!!
Thank you professor.
Thank you very much!!!
Thanks for this lesson
very helpfull video.... waititng for more videos
thanks, helped me with my work
Thanks! I'm studying for the FE exam and I have no experience in Mech. Eng. The study guide does not explain concepts at all!
Though, in the book, they solved the problem using the Transformation of Stress Equations. I don't understand which angle to plug in for those equations. If you ever do a video on that, please let me know. Thanks!
nice learning videos .. particularly fr me bcoz i need to recall everthing learnt earlier
you are a god sir, thank you so much
Thank you so much sir ....
This topic is cleared😊😊
thank you so much!!!
Awesome!!!
you are great sir....
Thank you sir it is an amazing.
this video explanations is clear, big up
im like super dumb in strength of material but this video actually helps
Thanks, I'm glad it helped :-)
Thank you !
thank you so much...
thank you!
its too amazing thnax
EXCELENT VIDEO BTW!!!!! THANK YOU!!!!
Very nice
Thank u so much
I have an exam tomorrow
And u helped me
thanks again !
For once we have a mechanics of solids teacher that does not make the assumption that everything will come to us naturally and goes through everything in a slow but steady manner ensuring the viewer is taking in a good amount of information. Looking forward to future videos
Nice and thank you .
thank you very much you make it vert convenient for student like me
Big like from Jordan
Big thanks :-)
Dear Prof. RM French, Thank you for your videos they are very helpful! Please if possible could you do a cantilever beam connected to another wall, with pin joints at a section in the beam, or a similar problem and explain what happens to a beam if you(after solving it) add another moment. Thank you in advance. Best wishes!
thank you so much for this video. Was wondering if you have a video showing an explanation of stresses on an inclined plane in a two-dimensional stress system.
Ten out of ten!!!! Thank you!!
Thanks very much. It's great to hear that these videos have been a help to you.
RMF
Sir can you please explain me how the cross sectional area become bh devided by cosin theta
sir can you please give me your whats app number. I need a help of person like you, in my thesis work. please its request. waiting for your positive response.
what about if i have a bending force perpendicular to the block i have and a torque acting on the block(torisinal force stress )
so how do i calculate these stresses on an inclined plane????????
Superbbbb.. ..
Thank you sir
hello sir.. that was great.. could u make a video on understanding moments nd forces in a piping system
Thanks.
thanks a lot
Tq so much ❤
Thanks a lot sir.
Is it only applicable for forces who have the same magnitudes in both directions?
Sir can you please explain why the cross sectional area become bh devided by cosin theta.....
Your very welcome :D
thanks
good video
great
Hello sir plz try to deliver in clear tone . Anyway it's so good and easily visualize able
"please" also calculate stresses on an oblique section in a) two mutually perpendicular directions, b) subjected to simple shear stress c)subjected to direct stress in one plane and accompanied by a simple shear stress d)subjected to direct stress in two mutually perpendicular directions accompanied by a simple shear stress.
nice 3d drawings
Sir, how does a Normal Force produce a shearing effect on an inclined plane?
thxxxxx sir
thx sir
How did u find out the shear stress cross sectional area? 4:00
The cross sectional area is the same as the normal stress area. It is the component of the force what makes the difference
He's dreamy.
Fn = Fcos0
Fs = Fsin0
Im usin trig but its not working can you explain it ?
I still don't understand why A= bh/cos(theta).
Like Like Like!!!
Sir why did u use both shear and normal stress here thank u
When you have an inclined plane, your axial force always have two components, therefore, unless it is 0 degrees both type of stresses are present in the element
best
Thanks :-)
Why bh/cosθ = A/cosθ ?
Because A=b*h. A_theta=A/cos(theta). Thanks for watching my videos. I hope they are helpful. I wish you the best in your studies :-)
why is A=bh/cos theta
i get it now ...But how is A=AthetaCOStheta from geometry
Man! You need better lightning.
I sure did. What you can't see in the video is the light stands I had in my little office. I never really got it right, though. This video is pretty old. Check out the newest ones with the cool LED lights - way better. Thanks for watching :-)
First of all better use X- Axis and Y -Axis not N & S , for simplicity. Secondly if we consider such case , then it shall be Cos Degree on S and Sin Degree on N . Thanks
Level he nahi hai
thank you sir
thanks
thank you sir