Dude, you are honestly amazing! I know you get these comments all the time, it must get annoying, but I had to say it. Better than both my lecturer and tutor. I really wish you all the best and hope you make it far in life. God bless
hahaha when you laughed then said "calm down dude, it`s not that funny", i started laughing my ass off. and you started laughing your ass off again too. such a magical moment. it made my week. btw, all of these vids are so useful. i'm studying for finals atm and watching these gives me a really good grasp on the subject matter. cheers!!! ps. id love to see you have a non-academic channel. i would definitely watch your videos!
whenever I am finding solutions online to check my work, I am repeatedly seeing them setting slope of theta 2 to negative. I come to this video and your explanation makes complete sense as X2 is positive to the left. And these solutions are matching the answers of the answers to the back of my book... so I am not quite sure what to make of it. And the elastic curve is bending the same way as it is here.
wait, it doesn't even matter which side you pick because the negative of one will always equal positive of the other. Your explanation was just why you pick theta 1 to be negative.
Yep, Descartes is a toponymic surname(related to location). He was born in La Haye en Touraine (now Descartes), France. In some societies it is still common to be given a surname related to the city of your birth.
TheMosselstad i know this is a old comment but you guys shouldnt make this mistake, just rewatch from 5:00. Theres no way V(10)=0 and Theta(10)=0, they actually have their maximum value, just look at the elastic curve.
I find it easier to draw shear and moment diagrams and just keep a single coordinate system from left to right. That way you won't have to worry about flipping signs and shit.
Your videos are really Amazing ,, thank you very much :) I want to ask you about the slope at point B ? I didn't get the idea , why it is positive at c and negative at A ?
please!! reduce you humor settings to 25% only it's toootally enough!! :P i've watched all this playlist till now in two days :P and you are sucha legend! thank you!
DAMN YOU CARTESIA! Revisiting his after over a year and its still the BEST joke
Descartes is rolling in his grave
Still the best joke in 2022😅, thank you for making our engineering courses easy and funny.
Dude, you are honestly amazing! I know you get these comments all the time, it must get annoying, but I had to say it. Better than both my lecturer and tutor. I really wish you all the best and hope you make it far in life. God bless
Irfan Mahboob Thank you! I'll never get tired of positive thoughts and encouragement. Food for the soul and the balla in all of us.
A massive thankyou from turkey!!! i have been relying on your videos for the past 3 years!! you are a life saver! i cant thankyou enough!!!
You are the best man! You make learning structure mechanics so much more fun.
I hope your exams went well. I am glad there are four thumbs and you who appreciate my humor.
hahaha when you laughed then said "calm down dude, it`s not that funny", i started laughing my ass off. and you started laughing your ass off again too. such a magical moment. it made my week.
btw, all of these vids are so useful. i'm studying for finals atm and watching these gives me a really good grasp on the subject matter. cheers!!!
ps. id love to see you have a non-academic channel. i would definitely watch your videos!
Thank you very much :D You might be one of the reasons I pass my Solids exam on sunday...
Timothy Duong i hope you passed.
Thank you for sharing this, your videos help me a lot, you are a great instructor.
it sounds like logic is teaching how to"beam deflection by double integration" lol. great vid
I wish I found you right when I started taking def bods!
thank you for making my study both funny and helpful!
funny=entertaining
"Cartesian" - named for philosopher and mathematician Rene Descartes. Also your videos are super helpful. Thanks man!
man.. u r amazing!!!!! i wish i had a teacher like you..study would have been fun..
thanks..:)
whenever I am finding solutions online to check my work, I am repeatedly seeing them setting slope of theta 2 to negative. I come to this video and your explanation makes complete sense as X2 is positive to the left. And these solutions are matching the answers of the answers to the back of my book... so I am not quite sure what to make of it. And the elastic curve is bending the same way as it is here.
wait, it doesn't even matter which side you pick because the negative of one will always equal positive of the other. Your explanation was just why you pick theta 1 to be negative.
It's Rene Descartes by the way who first introduced Cartesian. thats where the name came from :)
the two boundary conditions at 6:20, does that apply to all problems with two cuts?
Yep, Descartes is a toponymic surname(related to location). He was born in La Haye en Touraine (now Descartes), France. In some societies it is still common to be given a surname related to the city of your birth.
Rene descartes is rolling in his grave haha thank you though for another awesome video! don't know how i'd be doing in this class without your help
damn you cartesia.....sian. lol awesome video man.
Cartesia haha. You are so damnn funny and a life saver!! A perfect person! Love you tonnes!!
thanks a lot .. your videos are very helpful
+Muaad Basdeeq 😁
+Muaad Basdeeq 😁
When do we use double integration method and moment area method for calculating beam deflections?
I consider clockwise moment positive. I find the constant value correctly but the sign is opposite.
Is it wrong?
no
Do you have your lecture file? I mean the document one (: By the way, thank you so much for fabulous lecture
How about using v(10) = 0 & Theta(10) = 0 for the 3rd and 4th boundary conditions? Seems a bit simpler but I might be wrong.
TheMosselstad i know this is a old comment but you guys shouldnt make this mistake, just rewatch from 5:00.
Theres no way V(10)=0 and Theta(10)=0, they actually have their maximum value, just look at the elastic curve.
Thank you very much, you saved my ass with this man :P
I find it easier to draw shear and moment diagrams and just keep a single coordinate system from left to right. That way you won't have to worry about flipping signs and shit.
I'm down with that..whatever works best for you is the way to go.
Your videos are really Amazing ,, thank you very much :)
I want to ask you about the slope at point B ?
I didn't get the idea , why it is positive at c and negative at A ?
موفقة
You're awesome man. Thanks a lot!
I love you man
why is it positive at C and negative at A for slope?
wyne lweh because they are different coordinate systems or different origins or different perspectives...choose your favorite response.
+structurefree god!! life saver
@@structurefree what if they have the same origins?
perfect timing.. thanks!
what if you have multiple distributed loads?
uh...word?
nice one bro!
where x1 goes in d2v/dx2????????
please!! reduce you humor settings to 25% only it's toootally enough!! :P
i've watched all this playlist till now in two days :P and you are sucha legend! thank you!
"...shit. i hope that's a last name"
Many Many thanks!!!!!!
Thank you sir.
Thank you man
Descartes - pronounced DAY-CART
you're Aquarius?
It's the dawning....
@@structurefree sorry I'm not from the U.S, I kinda don't get it :D
Ha, I'm not from outer space so I don't know what Aquarius is.
structurefree hahahha sorry for that. Aquarius is a horoscope, meaning that you were born in January or February
1.37 " so baam okay" :D
It's Rene Descartes HAHAHAHAHAHAHAHA
You can just plug and chug for these stinking constants!
will i think the world is called or will i have a lot of children who can warm me ???
soooooon il be 60 yrs old
fo sho.
Rene Descarte
6:21 lol
6:23 😂
Descartes
rene descartes
I'm more lost then Madeleine McCann!!
DESCARTES!
Maybe its a placceeeee... LOL
Love your jokes hahahaa
your way of solving double integration is so complected