"That's perfectly straight" LOL. Jeff has such a relaxed, fun way to teach. Puts a smile on your face while you learn.

You're the only reason I'm passing Statics. Definitely using your videos for Solids next semester!!!! you're truly a lifesaver.

Jeff Hanson is the Bob Ross of engineering, change my mind I dare you

@SirMrTreflip

Жыл бұрын

there are no happy little mistakes in engineering.

Jeff, you are the freaking man!!!!! I love how simply you taught this. I really appreciate how you mentioned calculating the area from the shear diagram, it helps tremendously in calculating the Max Bending Moment!

This is coming in sooo useful for my aerospace engineering course, I struggle understanding "why" something is the way it is, so far you have been super clear with everything

man i am learning more in a 15-min video than in hours of lectures in my uni. thank you so much

DR. Hanson, thank for another classic and awesome lecture of Shear Moment Diagram Problem with Moments. These lectures are very helpful to many students all across the world.

Enthusiastic teaching partnered with clear explanation and tips, thank you sir!

I wish I could meet you and thank you in person! I used your videos in school during strength of materials, then helped prep for FE watching your lessons, and now I'm studying for my PE (Mech: MDM). I appreciate you!

You’re the best! I had difficulty with this but you made is easy for me. God bless you man

I was terrified for my statics final and after watching your videos I’ve never felt more confident!

@davidemmanuel9418

4 ай бұрын

How'd it go?

Good thing I'm taking statins after June 2020, I don't know how people passed before your videos were a thing

@gp7493

3 жыл бұрын

took it summer of covid starting. It was horrible. His videos helped tremendously, but it was horrible.

@SO-th8gc

3 жыл бұрын

@@gp7493 which uni r u from mate?

I often wondered why things are the way they are, until I found you. Thank you, Sir! ❤

What a wonderful way to teach. You truly are a saint Sir!!

Jeff, you're a LIVING LEGEND

Jeff... I love you man.... You are going to help me get this ME degree and I am so thankful.

Dr. Hanson, your videos are of great help. Thank you.

Thank you soooo much for the help Dr. Hanson. I wouldn't of received my degree without it

You're appreciated. You're gold. Bless you.

You are an amazing teacher. Thank you Jeff

Thank you so much for these videos!

Great video, right to the point and explained it perfectly!

thanks a lot sir! , for making our subject much more easier than it use to be !!

Dr. Thank yoooouu soooo muuch, for the first time in my life, I understand this topic, thank you very much, may God reward you with heaven

I really appreciate this and you!

You just earned a subscriber... Keep up the good work man

Thank you, thank you so much!! You are unbelievably helpful

tnq so much you are the only teacher that i have ever seen . very simply teach

I'm doing my post graduation and these videos are amazing to polish your concepts

Thanks a lot for your teaching. It's helping me a lot during my studying

really helpful videos jeff thank you so much

You made this so easy for me.Thanks a lot.

Muchas gracias, ha explicado todos los aspectos que me resultaban confusos durante los diferentes ejercicios.

You are awesome Dr. Hanson. 10Q so much ❤.

i am out of words you are the BEST..............Thank you very much

I have mastered this now. Thank you sir!

sir im from sri lanka, Im very thankful to you as i tried so much videos to get the clarification on bending moment diagram,but i did not receive full clarification,after watching your video i get the 100 percent clarification on Bending moment diagram. thank you so much sir,and also like your coolness during lecture,we expect more support from you sir..

Here I am, seemingly for the millionth time, in my final semester of college, for a quick review. xD I'm forever thankful for these videos.

This man is a legend ❤

Sir u are such a great person. Thank you so much for these videos.

Thank you for this. You are a LEGEND!!!

These videos are excellent!

thank you for this!

Normal professors make it look easy. Jeff Hanson makes it feel easy.

Good teaching and very engaging, keep the good work up

i understand you better on 2 times speed than i do my professor when hes talking to me one on one. thank you

I will never forget the John Denver moment! I wish my University Professors were so funny like him.

hocam var ya You are LEGENDARY THANK YOUU I finally got it

Thanks Jeff!

Haha this is so much fun, I actually feel like studying again🌚

I assumed downward force as negative. but I started the shear force diagram from the free end, and my graph falls below the X-AXIS. Is this right or would I be marked down? the shape and values are exactly the same as Jeffs'

Thank you, very helpful

U are alot of fun sir😅I've never taken lessons while am smiling b4 🙂🙂 U make everything easy

This was a helpful video.. thanks

Thank you

thankyou for making it so easy

Man... U r amazing... Thanks a lot

Thank you so much sir!

Firstly, greetings from trouble and sadness center of the world, IZTECH. I passed statics with your enthusiastic lesson expression.

@alibayraktaroglu6660

Жыл бұрын

yarın final var hangi hocadan almıştın

But in lecture 59 Shear diagram was slow to fast and you put the moment diagram the same as this ! Why?

OMGGGGGGG YOU ARE THE BEST!!!!!!

Your explanation of the parabolic curve using the trick of slow to fast contradicts each other. can you check this please and correct the anomaly? I am bit confused!

If TOMMOROW, in fact today, because is after 00 here, i manage to take a 5 (the minimum grade in romania to pass an exam) i will subscribe your channel and share it on the watsapp group and Facebook group and everything my Coleague has. THANKS FOR YOUR WORK!!!

Thank you so much. Wayy better than my profeesior. Dude gets angry when asked to explain a step

absolute Legend

You are much better than my campus lectures

I've watched so many of your videos and I just realized you sound like Dr. Phil 😄

you cant knock out your MA!!! 😂😂 TOS will never be the same to me again. GOATED tutor

Thank you sir !

wish i could double like the video youre a great teacher

thank u

the kitchen concept got me😅👏👏👏👏👏👏

6:56 is the most relatable moment in the history of engineering online lecture videos

thank you sir❤👍

GOAT!

What happened to lesson 59 in the statics playlist ?

Very helpful

You are a GOD

ty sir

I got a trick for the fast and slow type of curve part sir. Just draw a circle, divide it into 4 regions, and then put "PD" on the upper left hand side (Positive area, Decreasing slope) and then "NI" on the upper right (Negative, Increasing), "ND" on the lower left, "PI" on lower right. so taking that example at 12:49 since the area of the shear is Positive and then the slope is decreasing, then it would be "PD" and since PD is at upper left region of the circle the curve would steep then slow 😊😊

@reefs5012

4 жыл бұрын

Thank you omg !!! I was having issues with visualization!!

@tutingrubena1584

4 жыл бұрын

if only I can send a picture 🤦

@ralphbarbato5447

3 жыл бұрын

you're the GOAT

@tutingrubena1584

3 жыл бұрын

the mnemonic for this guys is "Please Dont Neglect Infants Neglect Dumb People Instead" PD NI ND PI

@japhethmirafuentes8551

3 жыл бұрын

@@tutingrubena1584 I think this doesn't work when the distributed load is a triangle or does it?

South Africans🇿🇦

How did you get 12x6 for the triangle area? Wouldn't it have been 14 x 6 since it was 30 kips high and we subtract the 16 for the rectangle below? I appreciate any clarity

@keandominiqueq.palermo1852

Жыл бұрын

nope. rectangular shear width should be 18 brotha...

Can't thank you enough

i love youuuuuuuuuuuuu!

the moments on the smile don't follow the right hand rule though. i don't understand why the moment is positive when doing the equilibrium equations but negative when doing bending moments.

"That´s perfectly straight as you can see" 🤣😂😂

GOAT

Thanks tog

Great Stuff! prefer metric - it seems easier....

I wish I found your videos earlier.

I need more than one like for this

shouldn't be the Moment at A already be in terms of kips only? The ft. unit is cancelled by multiplying the load by 6ft

Thank you so much for these. I'd rather pay you than my university cause I learn nothing from them

So the sign convention for moments is the opposite of what it has been all along? That's not confusing or anything... :)

@jacobchizek1300

3 жыл бұрын

The sign convention for bending moments is different than the sign convention for moments in general. Jeff talks about the sign convention for bending moments in lesson 57.

🔥🔥🔥

i love you

@saiarakawa

4 жыл бұрын

ew

@miguellodero9534

3 жыл бұрын

Ew..

Please where how did you get the 30 for the AY at the fixed place

@nathanjiwani1358

3 жыл бұрын

0=Ay-12-10-8 then rearrange

Sharner question solving

Thank you. This will help Shannie, joke, Also mee..

@angeloumagboo8848

3 жыл бұрын

@aningmaster

The only thing that is confusing and illogical is the use of kip when the standard is KN.