Thank you very helpful. Do you also have any tutorial video on tensile samples with rectangular cross-section? My question is, in the sheet-like tensile sample should I expect an equal Poisson's ration on both lateral axis?
Could you explain where you got the expression "epsilon_lat = change in D/D original? That was never something I learned in class and was curious where it was derived from.
I wrap 6 units of a product with several wires. I then stack 5 of these wrapped units vertically. How do I calculate the minimum # of wires that I need to wrap the units so that the wires do not rupture/fail from the weight of the units on top of each other? I want to know if I can reduce the # of wires used to wrap the 6 units.
Depending on what material you are addressing. For exaple most structural steel alloys have have a modulus of elasticity =200 gpa and for each steel type you are given the yeild stress so using hook law if your calculated strain is more than the (yielding srress/midulus of elasticity) you are no longer in the elastic zone
let the man have fun, if anything we need more of stuff like this. Do you want just the regular monotonous, no excitement, no motivational lectures of old? trust me you can find it. Also noises and stuff like that have been researched into regrasping the audience/classroom attention. in other words, para de joder y deja que el hombre viva
I've never seen someone so excited for strengths of materials before.
LOL 😂
now this is some high energy strength of materials tutoring
FROM ZAMBIA. UR E9NERGY HAD ME ROCKED IN .THANKS ALOT. U THE BST
It is a great chance to see like this video. Thanks.
I understand the topic, but having hard-time solving problems,
What do u suggest?
I recommend practice problems!
structureFREEEEEEE!
YES. CIRCLE.
Love you! Learning from someone who is knowledgeable but not too serious is amazing
You actually make me pay attention. Thank you
Thank you so much for making Engineering fun :) You are AWESOME!
Lmao, solving stress? Don't get you being stressed huh
I am a student from Brazil and this video was very good to understand and solve Poisson's problems. Thank you very much!
Amazing!!!!! Great explanation..... easy peasy lemon squizy! Thanks a mill
Very helpful video, what about a hollow cylinder?
Oh my god, all the strings on my harpsichord are shrinking.
not sure if that's good or bad...nonetheless thanks for commenting!
Making learning enjoyable is not easy, THANKS.
Love the way you are explaining stuff and your enthusiasm too! Great video
Really WonderfulS... MathS & IntellS.............. Poisson Ratio & Else OneS...ThankS You... StructuralFree.
It is cool and very funny
This was so much fun and useful
THANK U I LOVE U SO MUCH
its my 1st video i just watch for u but u are the best one who explained everything easily and funny xD, Keep it up mate HERE IS MY SUBSCRIBE
where did u get 200 mm and 20 kN??? are those values given????
+carlo chu yep... they're given values... you can see them at the beginning of the video
I LOVE YOU!!!!!!
WOOOO
Thank you ... You're saving so many students including me! :D
I loved everything about this
Got the finals soon and this video helped me drastically!
This is what i sound like in my mind when im in a good mood
Thank you very helpful. Do you also have any tutorial video on tensile samples with rectangular cross-section? My question is, in the sheet-like tensile sample should I expect an equal Poisson's ration on both lateral axis?
Excellent. Thank you.
you are an awesome teacher. thank you
structurefREEEEEEEEEEEEEEEEEEEEEE
hey guys I've just derived a formula for you
σ_z = 1/v * ϵ_x * E
(20 kN)/(π/4 * (15mm)^2) = 1/0.3 * [(d_f - 15mm)/15mm] * 200 GPa
d_f = 15 mm
Hi, what if it is a hollow cylinder?
How to find poisson ratio of a material whose only one force is know with body initial dimensions and E.
It was Fun fun fuuuun and very very veerry useful. Be a teacher !!!
I was your 100,000th view.
Thanks a ton for your help!
Love from India
Could you explain where you got the expression "epsilon_lat = change in D/D original?
That was never something I learned in class and was curious where it was derived from.
+Cam Ruffle-Deignan It comes from epsilon=L-Lo/Lo
+cmooren05 word.
I wrap 6 units of a product with several wires. I then stack 5 of these wrapped units vertically. How do I calculate the minimum # of wires that I need to wrap the units so that the wires do not rupture/fail from the weight of the units on top of each other? I want to know if I can reduce the # of wires used to wrap the 6 units.
Nice Penmanship Sir.
The most obnoxious voice ever
Why is Aaron Paul Narrating this?
+Rishin Jeenu Engineering (insert Jesse Pinkman's favorite word here)!
Bitchhhhh
Rishin Jeenu because Science bitch!
good video man, helpful and funny :,)
Bro you are the best, I was lost as fuck on my hw, Finally got the answer right
is poisson ratio applicable for thermal expansion of pipes if yes why ASME doesnt consider the same in calculation
Thank you sir
thank you sir
Very happy thank you
astig ty
Alright! LEARNIN'!
thank u..nice explanation
that was mint man, cheers
Good solution sir
genuine saint
Thank you!!
This guy's good
Awesome..... :)
when u use hooks law, since its only applicable for elastic deformation, how do u know u aint in the plastic region?
Depending on what material you are addressing. For exaple most structural steel alloys have have a modulus of elasticity =200 gpa and for each steel type you are given the yeild stress so using hook law if your calculated strain is more than the (yielding srress/midulus of elasticity) you are no longer in the elastic zone
lol he cant pronounce poissons ratio correctly lmao
perfect :)
Definitely forgot a 0 there somewhere
Just wanted to say thanks brotha.
+Mathieu vandewille you are very welcome.
i have one
awsome videos!!!!
please stop making annoying sounds
let the man have fun, if anything we need more of stuff like this. Do you want just the regular monotonous, no excitement, no motivational lectures of old? trust me you can find it. Also noises and stuff like that have been researched into regrasping the audience/classroom attention. in other words, para de joder y deja que el hombre viva
:D