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bought your book and am working with my son to get him ready for statics in the fall. you did an awesome job explaining this problem

This is brilliant. Thank you so much for sharing and actually making statics stick in my brain.

YOUR KITTYYYY IS SO CUTEEEEEEEEEEE

Amazing professor. Thanks! Can you make a video with your favorite mechanical Engineering books?

u explain like saul goodman and now i understand how to solve this thing

I solved for the shear modulus first, then the stress, and used both of those answers in shear strain = shear stress/shear modulus formula. Why doesn't this work?

HE MAKES LEARNING FUN! Fr though great video

JD is given 20KN

Thank you sir for this lecture 13:10

I like that word we have the power 💪💪💪💪💖💖

Great😀

Ok but we just need vertical force for shear or both normal and vertical????

hold on, the problem asks to find the weight of w2 to maintain equilibrium, but you calculated the min and max values. so, what is the weight of w2 to maintain equilibrium?

Why is the center 93? from 60 to 93 is 33 not 153 unless the Ex is -60? can you explain?

In the cylindrical coordinate system we make use of coordinate r, q and Z True or false

Any uniben student here 😂

hi, for ideal truss the connection shall be pinned , but in steel trusses practically some times the connection are welded with gusset plates , so a welded connection will remain a ideal truss connection or it will have some rigidity and moment?, please explain

sir ı just wanna thank u saved my life

Thank you Sir ❤❤

Very Helpful. Thank you!

should we do first (x^2)^{1/2} = x ?

7:50 very important people take notes here

THANK YOU DR YOUR TEACHING EASY TO US TO UNDERSTAND

I know its a silly question but I'm having a brain fart. Why is the y direction using the cosine and the x direction is using the Sine function?

Why don't we take force due to gravity in Free Body Diagram ??

정역학 수강전 최고의 선택

So no one noticed he used 29.47 degrees instead of using 29.74 degrees ??

3:11 bros trying to rizz me up

4:07 LMAO

강의 맛집

감사합니다 핸슨 선생님

I am no longer "Johnny weak-sauce"....I am now "Johnny mild-sauce!"

What a wonderful guy.

Brazil

haha sir salah tau saya tekan calculator betul tau 😢

thank you Dr. Hanson, your videos are very good, your students are very lucky. I am structural engineer, and i was wondering if you would ever consider making a video on shear lag? this concept has always seemed rather complicated and it is hard to find good papers on the subject.

In india we learned this in middle school. The west is falling behind

loved it, explained it beautifully.

I’m still in high school and my brother is doing engineering. He’s teaching me to do these things as well. So cool.

I want a sticker

Amazing explanations Jeff! Very much appreciated.

I'm just reviewing my academic field for fun and brain exercising. My job field is different now. Thanks for your videos

TFW he says u can do healf the work cause ur truss is symetric, then you see your loading is asymetric

those roller pin combos always threw me cause I thought there had to be a force or a leg would kick out, then I remembered for that to happen a member needs to break and im supposed to prevent that.

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

Going over these videos as a refresher. Thanks for posting. BTW, some of your links are no longer working in the description

MMerica😂😂😂😂😂

You're simply the best sir

🫶🏼

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