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

This is wrong!!!!this is not how to solve derivative for an equation. what you did was just simplifying the equation. derivative of dx/dy ( f(x)^n = n ( f(x) ^n-1 X Derivative of F ( taking the derivative inside the parentheses).

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

🫶🏼

Get a Co-op

Why do you draw bending moment diagrams in those positions? I thought bending moment diagrams are drawing in that side where is tension layers?

Good calculator question too

van halen never gets old dude. best american band ever

Why was the area 10 times 6 instead of 8 times 6? Isn’t 8x6 the cross-sectional area?

Thanks if possible please make thermo 2 before thermo 1 cause there are some thermo 1 playlists from other teachers but very few for thermo 2

at 8:41 how did he know which direction is the bending moment is? isnt it suppose to be to right because I assume follow the direction of the moment toward the centre of the gear?