Dr. Hanson is literally such a supportive and helpful professor. Thank you for your videos! At my school, my engineering professors can be really intimidating and often advise students to change their majors after making even the smallest mistakes, which is really frustrating and not supportive. Thank you for making a positive difference!!
As an educator myself, I must compliment you on your videos. They are great! You break things down beautifully. Thank you for the videos and everything you do!
Really excellent presentation. I especially appreciate when you explained the significance of moment of inertia so we understand WHAT the number means (higher moment of inertia = higher resistance to bending = stronger shape). Thank you
It really has nothing to do with inertia. It is named "area moment of inertia" because the calculus that defines it is very similar to the calculus that defines moment of inertia in rotational dynamics. The essential difference is that the differential term is area, rather than mass. Second moment of area is a more accurate name. Moment in general means a quantity multiplied by a distance from an origin, added up with that value throughout a system. Second moment means that distance is squared as you calculate it. It comes about because fibers contribute to resistance to bending in two ways, that are both proportional to the distance from the neutral axis. The first way is that the fibers are stressed in proportion to how far they are from the neutral axis, and the second way is that the fibers contribute to resisting the applied bending moment with a "lever arm" that is the distance they are from the neutral axis. When you have a composite assembly of materials that form the beam, Young's modulus also plays a role in each term that gets added up. Beams of a uniform material put Young's modulus as a constant out in front when calculating deflection, because it is term that is the same for all fibers. Composite beams need to include the granularity of how Young's modulus applies to each portion of the beam specifically.
What amazes me is that I got the Hibbeler book and the Mechanics of Materials for Dummies and none of them actually helped me to work out the problem. And here you go, the parallel axis theorem that seemed like the most complicated thing, actually is simple after all. Actually, when I go back now and look at the for Dummies method, it makes sense now that I understand it, but at first appearance it just didn't make sense the way it was presented and they are meant to be books for people learning this stuff, not for people already knowing it.
I've learned more from this youtube channel than the campus professor I'm paying thousands of dollars to teach me. Greatly appreciate the concise, well spoken lectures.
Dr Hanson u reli help me get through this semester exam on this topic as I am not good at maths beforehand. Thank you so much!! u r funny and easy to understand even though I come from Hong Kong.
Claims 80's music is the best generation of music, immediately references a mediocre song from the 2000's lol. God bless you sir your videos have been awesome. (Do heat transfer next!)
“Good luck team” got me feeling like I’m about to smack this comprehensive static final in the FACE 😤😤 S/o this man for teaching me more then my overpaid prof and for FREE 🫶🏼
The idea behind composite beams, is that you use E as a factor to make a weighted average when finding the neutral axis. And rather than only working with the 2nd moment of area as a purely geometric property, you are adding up E*I for every sub-material within the composite. So your centroid is more like a center of elasticity and area, than purely a center of area. And your 2nd moment of area, is more like a 2nd moment of elasticity and area.
Dr. Hanson is literally such a supportive and helpful professor. Thank you for your videos! At my school, my engineering professors can be really intimidating and often advise students to change their majors after making even the smallest mistakes, which is really frustrating and not supportive. Thank you for making a positive difference!!
Whut! That is so mean of them
One of the best professors I have ever seen in my life keep it up sir love from India 🇮🇳
As an educator myself, I must compliment you on your videos. They are great! You break things down beautifully.
Thank you for the videos and everything you do!
Came here to say this!
8:02 Only RUclips math tutor I've ever seen to diss 90s and 2000s music and then lead that into a formula lmao.
I'm reviewing subjects for PhD qualification and your teaching is really helpful, thank you.
He is a king among men, sharing this information with is in a way that can actually be understood. 👑
Really excellent presentation. I especially appreciate when you explained the significance of moment of inertia so we understand WHAT the number means (higher moment of inertia = higher resistance to bending = stronger shape). Thank you
It really has nothing to do with inertia. It is named "area moment of inertia" because the calculus that defines it is very similar to the calculus that defines moment of inertia in rotational dynamics. The essential difference is that the differential term is area, rather than mass.
Second moment of area is a more accurate name. Moment in general means a quantity multiplied by a distance from an origin, added up with that value throughout a system. Second moment means that distance is squared as you calculate it. It comes about because fibers contribute to resistance to bending in two ways, that are both proportional to the distance from the neutral axis. The first way is that the fibers are stressed in proportion to how far they are from the neutral axis, and the second way is that the fibers contribute to resisting the applied bending moment with a "lever arm" that is the distance they are from the neutral axis.
When you have a composite assembly of materials that form the beam, Young's modulus also plays a role in each term that gets added up. Beams of a uniform material put Young's modulus as a constant out in front when calculating deflection, because it is term that is the same for all fibers. Composite beams need to include the granularity of how Young's modulus applies to each portion of the beam specifically.
Dr. Hanson has gotten me through my BSCE, FE Exam, and now my PE exam!! Keep studying, it gets better!
Great addendum to my teacher's class. Thank you for your care for your students and your sense of humor, Professor Hansen.
*Hanson. Sorry.
I swear you are one of the best doctors i have ever seen, your way it is so easy and also entertainment, i love you dr, your son from Saudi Arabia 🇸🇦
We going for speed! Thanks for speeding things up, Dr. Hanson.
This man is a gift from heaven.. Khan academy must work with you
Nahh he is much better then khan academy, dont need to compare him.
@@mirwaisliwal6530 i didn't compare them.. youre the one who's comparing them... Smh🤦
You’re helping me so much with my engineering degree, you’re an amazing teacher!! Much love from England !
What amazes me is that I got the Hibbeler book and the Mechanics of Materials for Dummies and none of them actually helped me to work out the problem. And here you go, the parallel axis theorem that seemed like the most complicated thing, actually is simple after all. Actually, when I go back now and look at the for Dummies method, it makes sense now that I understand it, but at first appearance it just didn't make sense the way it was presented and they are meant to be books for people learning this stuff, not for people already knowing it.
I've learned more from this youtube channel than the campus professor I'm paying thousands of dollars to teach me. Greatly appreciate the concise, well spoken lectures.
Lova ya Jeff Hanson! Been saving me for the past 3 years of engineering lol
"You like to move it move it" made my day 😂😂
DR. Hanson, thank you for an excellent presentation of the Parallel Axis Theorem and the Area Moment of Inertia.
You are the best teacher I have seen in my entire Life.😍👍🏻
I'm nearly at the end and actually really excited to see if you get the same answer twice.
Great video; taking design courses rn, so this is vid is a terrific refresher!
Thank you Dr. Hanson! Your videos are helping me prepare for the PE
You are awesome at explaining! You are easy to follow! Love it!
how did you know we were going to answer 90s music
You just solved my assignments for me. Everything is clear like the voices of 80's female singers 😅
Thank you 😊
Dr Hanson u reli help me get through this semester exam on this topic as I am not good at maths beforehand. Thank you so much!! u r funny and easy to understand even though I come from Hong Kong.
You're the best! I owe you my grade - thank you!
Prof. Hanson: "what's the greatest generation of music?"
Me: "The 60's!"
The Ad's music is the best he said
I love the sense of humor😁
Love from Nigeria
I am from the India and i love the way you are teaching us ❤
You saved me all the way to my 3rd year in college :D , please consider doing theory of machines , i need u in my life xD.
Thank you so much! That 80's music joke really helped me on my homework!
My lecturer has miss some important and key concept that have explained by you in this video! thanks to have your video !
You are really a very good teacher Prof!!! Lord bless you!
You are like an angel sent by God,... helpful video.. Thank you
You are amazing dude, I am here doing Engineering at uni and honestly you explained it better than my tutor
Big help, thank you sir👊🏿
What a great teacher, I thought the 80s joke was funny!
Love your lecture... serious change the way I understood this topic ... Thanks 💯💯
You saved today, I will be forever grateful!
Claims 80's music is the best generation of music, immediately references a mediocre song from the 2000's lol.
God bless you sir your videos have been awesome. (Do heat transfer next!)
Prof Hanson is the best in the world
Thank you so much sir for sharing your precious knowledge.
I liked your 80s music :). Thank you about your helpful videos!
Ad'z squared 🤣🤣 Dr., you make learning FUN!!
Thank you so much this is really helpful 🙏🏽.
I have a feeling I will be a regular viewer of your videos
I need to submit an assignment by tomorrow and this video saved me
Thank you for this free content!
Best teacher ever
Thank you a lot for the video!
Now that's what i'm talking about! Was very helpful, Thankss
Thanks sensei
Exactly what I needed. luv u sir. thanks
The explanation is excellent
80's is correct MR!
you are such a king
8:10 "The 2000s...nothing good came out of 😂..."
Best prof ever
Excellent teacher , thank you :)
Keeping this guy to myself so i dont make the curve to high in my class
Hello fellow Hansen
@@carultch unite!
best explantion with perfect joke
i could watch you just for entertainment!
Can you be my statics professor please? Mine sucks so bad and they have a Phd in Structural Engineering.
Universities should pay you to train their professors on pedagogy.
thanks sir Jeff Hanson
Love your lessons sir, keep it up :)
“Good luck team” got me feeling like I’m about to smack this comprehensive static final in the FACE 😤😤 S/o this man for teaching me more then my overpaid prof and for FREE 🫶🏼
Sir very great teacher
thanks, it explained well
Is it the same process if cover plate was given?
may i know why do we want to move the centroid from the smaller pieces to the center of the big pieces
, sir
Thank you for explaining (d)
Lovvvveeee uuuu soooo much u made my life much easier 😻
1990s is the greatest generation for music
Wow! So wrong!😘
Thank you!
thank you, you are the best!!
just thank you sir
it makes much more sense when you teach it. thank you!
GOAT
🐐🔥
Thanks 🌼
Thank u sir😇
static of inertia of composite beams pls? I can learn more if youre the one explaining it. thanks for all the vids
The idea behind composite beams, is that you use E as a factor to make a weighted average when finding the neutral axis. And rather than only working with the 2nd moment of area as a purely geometric property, you are adding up E*I for every sub-material within the composite.
So your centroid is more like a center of elasticity and area, than purely a center of area. And your 2nd moment of area, is more like a 2nd moment of elasticity and area.
Thankyou
Best Ever
loved your 80s joke lmao, also really useful explanation thanks
Does anyone know the name of the book he shows the formulas from
I love you man
thanks
I agree 80s music ❤️
God I love this man
for some reason i am now using the Ad's joke to write the parallel axis formula😁😄👍
80s = Ad^2 🎉😎 that's cool..
veryyyyyyyyy helpful!
7:52
You are a legend. 😂
At 12: 41 you accidentally wiped out the bottom of the two in the bracket, it then looked like a 7. Informative content nonetheless.
man has gotta hear more 2000s music fr
Hi! How can i get your book ? is there any pdf ? because i live in a far country ... or what's your books name ?
Look up R.C. Hibbeler, "Mechanics of Materials"
I love U dude
GOAT