I know this isn’t a statics video but I just wanted to say that I flunked my first semester of statics and had to retake it this past semester. I started watching your video lessons the next semester and just found out that I passed with a B my second semester. Thank you!!!
I know some people who said their statics professor told them to watch Jeff Hanson's videos for their lecture. LOL, Jeff is amazing though, and really explains these concepts well!
Good sir, I think I speak for majority of the people here: PLEEEEEASE, we desperately need the dynamics course. Personally, I don't have a lot of faith in my professor right now. Absolutely wonderful person but seems to be confused by the course. On another note thank you for saving my butt on Statics! I hated that course with passion for the first half of the semester...loved it after found your videos
The way you explained how the transverse shear related to the same force distribution perpendicular to the axial direction made so much sense too me. Thank you
Hi Sir Jeff! I just wanted to thank you for all the lessons and for making the subject much easier to understand ☺️ I am now graduating this month and it's 3am in the morning here that suddenly felt grateful to this man... I hope you get to read this 🥺
Damn thats a good explanation. I never understood why "t" equaled the thickness of both flanges on a channel when the point of interest was just on one flange, but now it makes sense, its transverse! I can think of it like a transverse plane cutting at the same level as that point!
this is so awesome, maybe college is really a scam with all those boring and unethical lecturers who just read their powerpoints and not putting effort to make students understand. Thanks Mr. Jeff!
I would like to mention that traditional shearing stress (parallel to the cross sectional area) is refered to as transverse shear at my university, whereas what professor Hanson refers to as transverse shear is refered to as longitudinal shear stress (perpendicular to the cross sectional area) at mine. I presume that this is something that others may have noticed as well.
The legend - keep it up mate! Been watching your solids stuff from way back and you explain things infinitely better than my lecturer does. Bloody awesome job
Direct shear is t=V/A (as you call it average shear), transverse shear is t=VQ/It... why in a beam bending problem is there no direct shear (no t=V/A)? For instance, when we have a key in a keyway on a shaft, the key undergoes direct shear and no bending (this makes sense to me as there is no distance between the applied external loads)... but why is there no direct shear when the external loads are far apart (such as a cantilever beam with a point load at the end)? If I was to shrink the beam in length as it get stubby, the shear will be direct and best represented by V/A...
Description at end is convoluted...........should just show rotation caused by each pair of shear forces on simple square.........with horizontal pair of shear forces causing one rotation.........and vertical pair of shear forces causing opposite rotation.
i'm a high school student here in india and i'm planning to take mechanica eng as my major..but everyone just keeps telling here that mechanical engineering is dead and paygrade is very low and suggest me to pursue comp sci..please can you just guide me if thats the case or not ?..THANK YOU
It really depends how good you are at what you do. It’s not like all engineers make 100k+ because a whole lot of them suck at what they do. If you’re thinking about pursuing engineering solely because of the money then you shouldn’t, it’s hard work.
I'm studying to be a ME. My older cousin is an ME and has multiple properties he rents. It is about how you use the degree. Comp Sci is also a good way to go. It depends what you enjoy. They are quite different.
I know this isn’t a statics video but I just wanted to say that I flunked my first semester of statics and had to retake it this past semester. I started watching your video lessons the next semester and just found out that I passed with a B my second semester. Thank you!!!
I know some people who said their statics professor told them to watch Jeff Hanson's videos for their lecture. LOL, Jeff is amazing though, and really explains these concepts well!
Coolest professor ever. That Mclaren Vodafone shirt is so sick
Good sir, I think I speak for majority of the people here: PLEEEEEASE, we desperately need the dynamics course. Personally, I don't have a lot of faith in my professor right now. Absolutely wonderful person but seems to be confused by the course.
On another note thank you for saving my butt on Statics! I hated that course with passion for the first half of the semester...loved it after found your videos
Greatest salutations sir Jeff marvellous exlpln of transverse shear
Brilliant, much love from a civil engineer from Morocco 🇲🇦🙏🏼
The way you explained how the transverse shear related to the same force distribution perpendicular to the axial direction made so much sense too me. Thank you
Hi Sir Jeff! I just wanted to thank you for all the lessons and for making the subject much easier to understand ☺️
I am now graduating this month and it's 3am in the morning here that suddenly felt grateful to this man... I hope you get to read this 🥺
Thank you my friend! Congratulations
@@1234jhanson hiii Jeff I was taking your thermodynamic lessons but where are lessons 5 and 6? the videos jumped from 4 to lesson 7 :(
Just Wow!!!
Your way of teaching is so easy, and directly to the goal. thank you Jeff
I was stuck under a stone trying to get back to studying but I was lost then I remembered your videosss, thanks man
oh god ! you've answered my confusion that has been in my head for the past few years !!!!!!!
Damn thats a good explanation. I never understood why "t" equaled the thickness of both flanges on a channel when the point of interest was just on one flange, but now it makes sense, its transverse! I can think of it like a transverse plane cutting at the same level as that point!
You have great energy and explain it in a way that anyone can understand, thank you!
this is so awesome, maybe college is really a scam with all those boring and unethical lecturers who just read their powerpoints and not putting effort to make students understand. Thanks Mr. Jeff!
Just passed mechanics of materials with an AB at UW Madison. Half way done with my engineering mechanics degree! Love ya Jeff
Would’ve been an A if I found your videos before exam 1 lol
Professor, your lecture has been a help for me, is there a chance you will show mechanical vibrations next time?
Wonderful solids lessons!! really taking the time to explain the problems along with a good sense of humor :))
Best video so far
You’re amazing! I look forward to studying with your video’s help. I love you!!
I would like to mention that traditional shearing stress (parallel to the cross sectional area) is refered to as transverse shear at my university, whereas what professor Hanson refers to as transverse shear is refered to as longitudinal shear stress (perpendicular to the cross sectional area) at mine. I presume that this is something that others may have noticed as well.
some great videos come out after I pass a course
Mind blowing explanation sir !! Great work !!
Please make more dynamics videos, I’m about to take it in the fall and I’m terrified!!!
Its like physics 1 but the last part of it is so complicated its about angular velocity and acceleration its a night mare so never under estimate it
did u pass it?
HE'S BACK!!!
The legend - keep it up mate! Been watching your solids stuff from way back and you explain things infinitely better than my lecturer does. Bloody awesome job
we usually take shear stress vertically at schools ,but from where to proof that there are horizontal shear on x-axis ?
I like your entrance template / (intro) which software did you use to create it...?
Direct shear is t=V/A (as you call it average shear), transverse shear is t=VQ/It... why in a beam bending problem is there no direct shear (no t=V/A)? For instance, when we have a key in a keyway on a shaft, the key undergoes direct shear and no bending (this makes sense to me as there is no distance between the applied external loads)... but why is there no direct shear when the external loads are far apart (such as a cantilever beam with a point load at the end)? If I was to shrink the beam in length as it get stubby, the shear will be direct and best represented by V/A...
You are amazing thank you for all your videos
I am pursuing my bachelor's in Industrial engineering, will I ever use statics and dynamics principles in my profession later on?
Jeff I love you so much.
Fantastic dear sir
Description at end is convoluted...........should just show rotation caused by each pair of shear forces on simple square.........with horizontal pair of shear forces causing one rotation.........and vertical pair of shear forces causing opposite rotation.
you're the goat
I’m binge watching all of these videos. My final is on Monday.
Thursday for me. Best of luck 🤞
Tomorrow for me
How was your final folks
I passed
thank you very much
was usefullll
When will you start uploading machine design
God dammit
Watching for fun
I love the shirt
i'm a high school student here in india and i'm planning to take mechanica eng as my major..but everyone just keeps telling here that mechanical engineering is dead and paygrade is very low and suggest me to pursue comp sci..please can you just guide me if thats the case or not ?..THANK YOU
It really depends how good you are at what you do. It’s not like all engineers make 100k+ because a whole lot of them suck at what they do. If you’re thinking about pursuing engineering solely because of the money then you shouldn’t, it’s hard work.
I'm studying to be a ME. My older cousin is an ME and has multiple properties he rents. It is about how you use the degree. Comp Sci is also a good way to go. It depends what you enjoy. They are quite different.
Can you do shear moment diagrams examples?
Check out his video about Shear moment diagrams.
ruclips.net/video/jfruKxV9vPw/видео.html
My man.
I’m already failing the class and I just found out Jeff has a course in mechanics of materials 😭😭😭😭
His mechanics of materials playlist saved my butt when I was taking that course. He followed the same plan my professor did, so it was perfect.
He is great
His methods are way easier than the book or the college tutors
nice formula 1 shirt
Wish me luck guys, have a final coming up.
This man is an avenger's level threat.
Hi master jeff,I hope you 're all right. How do you have a great deal to expand my channel in Iran?
Your channel very useful
Static training
First Comment!
Dedemmmmmm