This is the first time when I actually understand how to calculate area moment of inertia. The book I have is vague as hell, like all books seem to be for some reason, and the teacher did show us how to calculate it but he was very bad at explaining it, which meant that until now, I had to copy these calculations from the notes I've taken. Now after this video it all seems so simple!
Dr. Hanson, I finished Solids without you since the videos stopped here. It just wasn't the same without you! Whenever you add more Solids videos I will still watch them! I'm starting Dynamics next week... Any chance you will be uploading any Dynamics videos soon? Thank you very much!!
Thanks so much for this series! I'm a petroleum engineering student at UAF and my Mechanics of Materials class is kicking my butt! This series is helping me study for my midterm :)
11:02 c for the the max tension is 7.1 c for the max compression is 10.5-7.1=3.4 11:26 calc I d in the I equation is the distance from the neutral axis of the whole thing to the centroid of the part that we are finding the I for
I ran into you courses and it was literally awesome! and I love your tone, how you teach, omg just everythings :) It helped me a lot. thank you so much.
Sir, the term is almost over, would you be able to do the rest of the solids course such as Mohr's circle and the rest of the important concepts sometime in March 2017 (exams are in April)? Thank you
sir!!!! Sir!!!!! The term is almost over Sir!!!! SIR!!!! 🇮🇳🤢🤮 Sir!!!! 🤮 Term almost over Sir!!! Term almost over almost Sir term term over Sir over almost Over Sir!!!!!
Wreck’em Tech!!! Best regards to you Professor Hanson. Please greet Professor Spears for me. I was his student back in 2014. Good old times! #RedRaisers#IBleedBlackAndRed
Thank you for the clear lesson. I understand the lesson, but now that I have the compression stress and tension stress how do I calculate if that beam would break or bend permanently? Say the beam is made of A36 steel, ultimate tensile strength of 58 ksi, a tensile yield strength of 36 ksi, Modulus of Elasticity 29 ksi, and a compressive yield strength of 22 ksi, elongation of about 20% at breaking point. How do I calculate that?
![LAVROV's interview with Tucker CARLSON 😁 [Parody]](http://i.ytimg.com/vi/mbMemqc-QEk/mqdefault.jpg)
Why do I pay tuition when this guy has taught me more in a 20 min. video than my professor has all semester?
This is the first time when I actually understand how to calculate area moment of inertia. The book I have is vague as hell, like all books seem to be for some reason, and the teacher did show us how to calculate it but he was very bad at explaining it, which meant that until now, I had to copy these calculations from the notes I've taken. Now after this video it all seems so simple!
Same
Same dude
YEP
Dr. Hanson, I finished Solids without you since the videos stopped here. It just wasn't the same without you! Whenever you add more Solids videos I will still watch them! I'm starting Dynamics next week... Any chance you will be uploading any Dynamics videos soon? Thank you very much!!
I need to pay Texas Tech for my tuition. My professor is garbage and Jeff Hanson is a saviour.
Thanks so much for this series! I'm a petroleum engineering student at UAF and my Mechanics of Materials class is kicking my butt! This series is helping me study for my midterm :)
Thank you for making the series, they really help! Also, when are you posting new videos for Solids?
Jeff we need you!!! it would be awesome if you could continue!!
this video was much clear and educational than one year of university. thank you Mr Hanson
Hansoooooooooooooooooooooooooooon, Come BACK. we need ya.
11:02
c for the the max tension is 7.1
c for the max compression is 10.5-7.1=3.4
11:26 calc I
d in the I equation is the distance from the neutral axis of the whole thing to the centroid of the part that we are finding the I for
what great teacher you are, congratulations. it is a gift! thank you!
You are so helpful, especially during Zoom U during covid-19. Thank you so so much.
Are you okay Mr.Hanson? :( Hope everything is alright. Thank you for everything that you have done! I really wish to continue learning with you
you're helping me get through this class, thank you for explaining things so well
Thanks for all the effort you put into making the videos simple, direct and understandable, it makes it easier to learn the new method/calculation.
my homies and I at engineering school talk about how helpful your videos are
You sir have saved my statics grade, much love from TXST!
God Bless you Dr. Hanson
Hats of for the best professor that taught me this semester, thank you.....
these videos are just too good to be true...
I'm going to the University of Houston and it seems slightly wrong to be drawing a big 'ol T for Tech in my notebook XD Cheers from Htown!
You're the man Dr. Hanson!
Thank you for all your videos Mr. Hanson!
I ran into you courses and it was literally awesome! and I love your tone, how you teach, omg just everythings :) It helped me a lot. thank you so much.
Mongo Jerry thanks so much! Great comment
You explain things so well, thank you and keep up the hard work it is a great benefit!
These videos are great. My professor should take notes from you. Ferris State University
Thanks for making the video. Very helpful.
Literally the problem I was one for homework. Thank you so much!
Respect for you great teacher
Sir, the term is almost over, would you be able to do the rest of the solids course such as Mohr's circle and the rest of the important concepts sometime in March 2017 (exams are in April)? Thank you
sir!!!! Sir!!!!! The term is almost over Sir!!!! SIR!!!! 🇮🇳🤢🤮 Sir!!!! 🤮 Term almost over Sir!!! Term almost over almost Sir term term over Sir over almost Over Sir!!!!!
Passing my exam today thanks to you
Wreck’em Tech!!! Best regards to you Professor Hanson. Please greet Professor Spears for me. I was his student back in 2014. Good old times! #RedRaisers#IBleedBlackAndRed
U deserve a sucsribed☺
The best teacher
Thank you for the helpful videos
thankyou sir your vedio is tremendos for me in such covad19 circumstances .Allahb you less
Thank you this was helpful 🙏🏼
it should be 3.4 for tension and 7.1 for comp since 7.1 is from buttom to NA, so is below NA
Hocam çok güzel anlatmışsınız, Adana'ya beklerim.
thank you so much for these videos!!!
Thank you for the clear lesson. I understand the lesson, but now that I have the compression stress and tension stress how do I calculate if that beam would break or bend permanently? Say the beam is made of A36 steel, ultimate tensile strength of 58 ksi, a tensile yield strength of 36 ksi, Modulus of Elasticity 29 ksi, and a compressive yield strength of 22 ksi, elongation of about 20% at breaking point. How do I calculate that?
Its all Statics
Thanks for that too.
you are the best.
this really helps thanks sir
People who are calling their course teachers as garbage, DO YOU EVEN KNOW,YOUR TEACHERS ARE WATCHING HIS VIDEOS TOO!
Good review of centroid and moment of inertia. I would have made a bunch of dumb errors if I did not watch this.
if asked to find stress at different location m would be the same, I would be the same but C would change
Thank you.
Thanks!
thanks for the help :))
big help thanks
thank you
where 1/12 come from in formula? is it relevant wit kip fit.. etc. and if cm is given in question instead of fit/inches still do i have to write 1/12
inches/feet conversion
He alread explained in static refer there. Here is not any unit conversion.
I really need you for structural analysis 😓😓😓
sir kindly solve slope and displacement by integration method..
awesome
eline sağlık hocam
Yeah....... Great
great videos, love the jokes.
...where are mr.hanson please continue the course with us
ABDULLAH J ALHADDAD لو اللي يدرسونا مثل ذا الرجال ما كان ضعنا !!! حظهم ي رجل
والله أنك صادق
ABDULLAH J ALHADDAD تصدق كان عندنا واحد يقول عنده اثنين دكتوراه ،،،،، وهو من الجنبة،،، يعني ما عندو سالفة نهائي .....تتتتت.....تتتتتت
thanks a lot ^_^
reisssss
you saved my ASS
Did you know that kip in Dutch means chicken hahaha
Please i have a question please answer me ,tell me your name face book
b should be 0.5 instead of 5
It's too tough to absorb
Oh come on now, just some addition and multiplication.