These videos are AMAZING! I never understand what's going on in my statics class, but after watching the related videos by Jeff I actually understand it! THANK YOU so much for spending the time and having such a great attitude when going over the material. I really enjoy your songs/sounds, very enjoyable!
10:17 I want to say thank you from the bottom of my heart. I was so stuck on a problem with a triangularly distributed load and I could not for the life of me figure it out because my professor did not explain this at all. Finding the slope of the load was a game changer!
I've learned more about Shear Moment Diagrams in less than an hour by this man than 2 days by my professor. I am very grateful for this, thank you Sir!
i started out my assignment so afraid of how little I knew, but your uplifting personality and comprehensive approach helped me get through the work. I appreciate that a lot and wanted to say thank you for the amazing videos.
Your videos are delightful and SO helpful! I’m dusting off shelves from 10 years ago to finish my degree and I’d be so lost without these incredible mini lectures! I also really disliked the equation method until now. Grateful 🙏🏻
Hey Doc Hanson. I love your vids. They have been a huge help through out my engineering education. Have you ever thought about doing seminars to teach other college professors how to teach. Your method makes this stuff very comprehensible.
This video came up in my recommended and I remembered how much your videos helped me for statics and solids. I just wrote the last final of my degree yesterday. Thank you for making these videos, they helped so much!
Had to listen to John Denver after this! Thank you so much for your passion Dr.Hanson! It's really reaffirming when I completely understand when you teach, I know it's not ME, its THEM. Wish some professors would find their way here too!
DR. Hanson, thank for an incredible lecture on the Shear Moment Diagram using The Equation Method. These lecture makes Shear and Moments Diagrams seems very easy.
Great video as always, just to let some of you know though, it would probably be in your best interest to use calculus and integrate to get the equations instead of cutting the beam. It would save you alot more time on exams, and its not hard integration either, its just integrating a linear function. Could easily find videos on how to do it, def saves lots of time tho instead of drawing a FBD and cutting just to find the max points and what not.
A little confused. How did you determine the 8' and 4' from the concentrated load of 54? I figured the midpoint of the 12' for the concentrated load of 54 would be 6'. Thank you
0:55 Possible exception? On problem 7-53, the shear graph crosses the axis with a slope, not a parabolic curve, yet I didn't see how to continue with the graphing method because I needed to know where x=0 (which I think requires having the shear equation) in order to calculate the area of the triangles (it's not neatly on a line of discontinuity where we are given the x-value). This is due to an additional moment on the beam making the support forces unequal. If any of you see how I'm wrong, please point it out because I'd much rather use the graphing method as much as possible.
Whilst doing the global equilibrium... why did you put the centre of the mass 8m from A. If its at the centre should it not be just located at 6m from A?
lets say there was also a point load acting on the beam, then you have to take the cut áfter the point load right?? or can it be at any point? because what if you took the cut too early on? this is where you have to use Macaulay's method right?
sir what if the given triangle load is from zero increasing up unto the center but then from center to the right end becomes decreasing to zero, how to make an equation?
What if in this example the triangle distributed force would be flipped the other way around? This method doesn't seem to work in that case, if the slope is -3/4 and that the starting point is (0, 9) v(x)=0 has no solution.
![Noob To Max With DRAGON REWORK In Blox Fruits [FULL MOVIE]](http://i.ytimg.com/vi/LnBMOinoOvA/mqdefault.jpg)
Jeff has got to be the reason so many engineers pass their classes. You’re a saving grace fr
Since Exams are at home, you know I'll be singing along and repeating "FAT STACKS, shhortt stackks", thank you Professor!
Same 😂😂
I didn't know I could laugh this hard while learning statics.... you're a life saver, thank you so much!!
So true OMG
I could agree more lol
i couldn't @@velcro8299
These videos are AMAZING! I never understand what's going on in my statics class, but after watching the related videos by Jeff I actually understand it! THANK YOU so much for spending the time and having such a great attitude when going over the material. I really enjoy your songs/sounds, very enjoyable!
Your videos are great, thank you!
I unfortunately found you towards the end of my semester but you're going to be a life saver for finals. Thank you for creating these videos!
good luck
I lost my sanity trying to make some sorta difficult exercises about this stuff, but now I got it back thanks to this guy. Thanks Dr. Hanson
I have a final in two hours and I'm pretty sure you raised my exam grade by about two grades within 3 hours of watching your videos. Thank you
what grade did you get lol
Hey Jeff . I looked for a video I can understand during whole day . I found you , I am so glad, thank you 😊
10:17 I want to say thank you from the bottom of my heart. I was so stuck on a problem with a triangularly distributed load and I could not for the life of me figure it out because my professor did not explain this at all. Finding the slope of the load was a game changer!
I've learned more about Shear Moment Diagrams in less than an hour by this man than 2 days by my professor. I am very grateful for this, thank you Sir!
i started out my assignment so afraid of how little I knew, but your uplifting personality and comprehensive approach helped me get through the work. I appreciate that a lot and wanted to say thank you for the amazing videos.
Thank you so much professor Hanson, you might have saved my entire engineering career. Philippians 4:13
Your videos are delightful and SO helpful! I’m dusting off shelves from 10 years ago to finish my degree and I’d be so lost without these incredible mini lectures! I also really disliked the equation method until now. Grateful 🙏🏻
Hey Doc Hanson. I love your vids. They have been a huge help through out my engineering education. Have you ever thought about doing seminars to teach other college professors how to teach. Your method makes this stuff very comprehensible.
LOLLLLLL
Don't usually comment or subscribe to these kind of channels but you are a lifesaver. Great teaching style!
This video came up in my recommended and I remembered how much your videos helped me for statics and solids. I just wrote the last final of my degree yesterday. Thank you for making these videos, they helped so much!
I would go to Vietnam for this man. THANK YOU!
Thank you, sir! This is where I go when I don't know where to start my self-study routine. God bless you more!😇
Jeff Hanson for the win again; he never fails.
This video really is the best explanation on triangular loads. You turned my 2 hour lecture into 17 mins
MY mind is blown! I'm in Solids right now and have never understood this concept until you explained it like that. Thank you so much!
Thank you, I didn’t grasp this well enough from my professor
Thank you so much for such a clear explanation and enthusiasm, by a student struggling with Mech of solids, that really helps a lot!!!
Had to listen to John Denver after this! Thank you so much for your passion Dr.Hanson! It's really reaffirming when I completely understand when you teach, I know it's not ME, its THEM. Wish some professors would find their way here too!
God has given me your video in the most realistic timing...Thanks , God bless you
Ohhh... Jeff Hanson has become a STAR indeed ! =)
You're such an entertaining teacher, I love you and you saved my GPA. Thank you so much! :D
This guy is a BEAST! I love you JEFF HANSON!
DR. Hanson, thank for an incredible lecture on the Shear Moment Diagram using The Equation Method. These lecture makes Shear and Moments Diagrams seems very easy.
I'm literally having an exam in 50min and I'm struggling with this part
You saved me 😭❤️
I've been there!
Same
I have eight hours and another exam in 5 hours which i didn't study. I already give up for one of them
good teaching style man!!!! I like it... Bam!!!!!
Very glad that Mr Jeff gets sponsorship! Your videos really freakin help me out in my Mechanics!
Super helpful. Thanks Dr. Hanson!
we must protect this man at every cost
why, who's threatening him
I’m really enjoying and understanding the lectures
YOU ARE A LIFE SAVIOR. THANK YOU
I don't know if shear moment diagram is easy or you're just better at teaching them. Neither way, THANK YOU SO MUCH!
Gotta love your passion sir. Your videos saved me a lot of times. Thank you!
Thank you Mr.Jeff, you made me learn deeply
Amazing video wonderfully explained a difficult concept. You're an amazing Teacher Jeff thanks for your work
Sir your explanation is really to the point and easy to get thaks for your lectures
This was so helpful, thank you sir. Much love.
just a day before my exam and i have found something that could have helped me all semester. thanks Sir. you have made learning fun.
Glad to hear that
Your funny songs always motivate me to choose your videos for learning. You are an amazing teacher as well.
dr hanson is the man
"but over here I'm getting F A T S T A C K S right?"
god bless this man
Thank you so much!!! You make learning statics so much fun:)
Thank you so much Dr. Hanson!
forget statics, i’m coming back to this while taking strengths of materials. great video.
This man is an absolute beauty
guess who's gonna pull that academic comeback now that I found a great teacher :)
Thankyou so much for this professor.. ❤️
THANKS SIR , U MADE IT SO EASY ❤❤❤❤
Remember 10:20 is what saved me from getting up to 30 points taken off my final. I’m going to pass thanks to you.
Jeff, I love it. Great video.
i m student civil engineering from nepal . this vedeo is much useful for me . thanks alot .
I was focusing on the subject until he said "U don't wanna get left at Walmart" I had to stop for a minute there. You are solid and funny Sir!
Nice .. tutorial .make me remember my lecture ..I still remember my lecture Mr sufian...
I'm so grateful you are teaching me professor.. very very verrry grateful
real structural analysis teacher! I am satisfied! I REGRET that I lost much of my time in irrelevant Africa, Ethiopia politics.
jeff Hanson the real hancho
Outstanding sir. Very well done.
I wish I had you as my statics professor! 🤣 That "fat stacks" got me dying 🤣🤣🤣
Great video as always, just to let some of you know though, it would probably be in your best interest to use calculus and integrate to get the equations instead of cutting the beam. It would save you alot more time on exams, and its not hard integration either, its just integrating a linear function. Could easily find videos on how to do it, def saves lots of time tho instead of drawing a FBD and cutting just to find the max points and what not.
This was enlightening. Thank you so much.
A little confused. How did you determine the 8' and 4' from the concentrated load of 54? I figured the midpoint of the 12' for the concentrated load of 54 would be 6'. Thank you
because its a triangle
For triangles, the centroid is 2/3 of the length (2/3*12=8)from the short lines and 1/3 of the length from the tall lines(1/3*12=4)
@@badyahelamin8386 thank you so much, just looking for that,,,,,
@@khalidalsharari8355 You're welcome :)
@@badyahelamin8386 Thank you a lot!
Talk about jokes and learning, I'm hooked.
Bloody brilliant 👍👍👍
thank you very much!! I solve my problem set. =D -> from Philippines!!!
Really helps 😊
you're a life saver thank you so much (:
i wish my teacher was juts like u great man
THANK YOU SO MUCH YOU REALLY HELPED MEEEE
fantastic lesson
really helped
Excellent as always, Jeff. Thanks for your work!
0:55 Possible exception? On problem 7-53, the shear graph crosses the axis with a slope, not a parabolic curve, yet I didn't see how to continue with the graphing method because I needed to know where x=0 (which I think requires having the shear equation) in order to calculate the area of the triangles (it's not neatly on a line of discontinuity where we are given the x-value). This is due to an additional moment on the beam making the support forces unequal. If any of you see how I'm wrong, please point it out because I'd much rather use the graphing method as much as possible.
How to calculate the centroid of a triangle like how do you considered the point load distance at 4m ???
I am pleased to find an american engineer video on youtube. Those indian guys are helpful and all but sometimes it is hard to understand
Whilst doing the global equilibrium... why did you put the centre of the mass 8m from A. If its at the centre should it not be just located at 6m from A?
Thank you thank you thank you thank you thank you thank you 😭
i wish I could have watched this during my undergraduate Mechanics course! :(
So clear thank you so much! God bless you!
can someone please tell me how he get the equation y=mx+b ( minute 10:31 ) and what is b stands for what why he mentioned 0 for it?
It is a equation for linear lines. B is the point it intersects with the y-axis.
lets say there was also a point load acting on the beam, then you have to take the cut áfter the point load right?? or can it be at any point? because what if you took the cut too early on? this is where you have to use Macaulay's method right?
Allah bless you Sir!
May you live a long and pleasant life❤️❤️❤️
Mr. Hanson can we imaging distributed load like rain and graphic like umbrella?
What do you do when you have a distributive force on the top and bottom of the beam at the same place?
How did you get 8 and 4 from the total base
اتابعك من سوريا شكرا لك
sir what if the given triangle load is from zero
increasing up unto the center but then from center to the right end becomes decreasing to zero, how to make an equation?
do you have videos on moment are theorem for deflection and virtual work?
I have a mechanics of materials exam in 2 hours and you just saved my ASS
hey, from where did we actually get the 3/8x^2 ?
I wish I have this clip and internet as well as RUclips when I was talking Statics Course 30 years ago.
excuse me professor, where to get the 3 as the denominator in finding the equation y?
The denominator is 4.
You can use ratio and proportion method
Thank you so much this was really helpful
What if in this example the triangle distributed force would be flipped the other way around? This method doesn't seem to work in that case, if the slope is -3/4 and that the starting point is (0, 9) v(x)=0 has no solution.
YOU ARE AWESOME
Thank you 🙏
bro is rlly saving my sanity at this point