Thanks, finding resources for calculus is so much easier since so many have to take it, but finding it for structural analysis is another rarity. You rock for making so much more sense than my professor!!
This is the best material I've seen so far. Helped me so much with "Teoria das Estruturas II". :) I'm a Brazilian, and I would appreciate translating some of your videos to Portuguese (Brazil). Excellent work! ty
Hey man. Thank you for all your videos.. it really helps me to pass my major subject until i graduated now.. thank you and hope you still add more helpful tips ☺☺
If you would like to see a general beam deflection equation, which works for multiple beam/load combinations, search youtube for Global Beam Deflection Equations, a 3-video set showing the derivation and use of this 'universal' deflection equation. It can be differentiated to give a corresponding 'universal' slope/moment/shear equation. It works for linear and non-linear loads, either beam-wide or partial loads and shows symmetries not previously known between beam types and across single point loads and across partial-load boundaries.
Lord YOLO Swaggus Thank you and cheers! I'm thinking I'll drink all the beers being offered, then make a video and see if it makes more sense...maybe there will be moments of clarity for all.
This video is perfect, why couldn't my professor explain it like this? Professors are so detached sometimes, they forget how to speak in plain English.
Hello, let me first start by saying I am so grateful for all your videos they help a lot to struggling students like me and please keep them coming. I wanted to ask here, when calculating the the deflection of a point with respect to the other, the centroid that the you multiply the between those two points on the M/EI curve does it specifically needs to the distance from the point for which deflection is to be determined to the centroid or it doesn't matter? example for the above case one could have multiplied the area by L/3 when finding deflection.
Hey there I need a clarification. t(b/a) is known as the deflection at point 'b' from a 0 rotation point at point 'a' from your video, but my prof use t(a/b) instead knowing point 'a' is the 0 rotation point or you call it reference point. Is there a difference or is there a fixed format to represent this?
structural analysis(SA) in moment area method, what's mean in my structure faculty?not forget because always used in office or reading book only.just lecturer on you.keep watching.thanks.RSS.smart.
"x bar" for a triangular area apparently doesn't exist if that makes sense. on all references I have, there is no value for "x bar" only a value for "y bar" which is "L/3". this is obviously different. care to explain this a bit? thanks, your videos are great btw...
I get confusing on the value of 'arm'. Sometimes it count from the support, but sometimes it is from the end. Finally I find that using integration can ignore this problem
I hate how in the text books they directly draw the moment diagram as if they expect us to know what the moment diagram will be widout drawing the shear diagram
almost it s just a bit more famous i guess and also people can subscribe to u by donating so they can ask u qsts directly live i mean so u might gain smthg it s a win win GG sir u have a away of making the info sink why not try it
+iman farahbakhsh yes I love this dude how he speaks really hits me in the right spots. And +Structurefree you should say that intro in all videos - sure woke me up.
i want to get cancer really i am too stupid or just forgot my mechanics of materials knowledge whatever, i have spent 2-3 hours on this god damn topic hopefully i will understand after watching your videos :'(
structurefree my grades are good but i still think that it doesnt worth it Learning is supposed to be easy and whoever teaches must make it easier for who learns In today’s world , it isnt like that Calculus , engineering lectures etc. The logic and realization behind of all(I mean all are real and happening not like (x^3)’=x^2) Today I mean there are a lot of questions based on why and how but learning method isnt based on answering questions Learning is based on answers So without the questions it becomes harder to learn
Your energy is contagious! Thank you so much for sharing your knowledge with us and making the world a better place.
Thanks, finding resources for calculus is so much easier since so many have to take it, but finding it for structural analysis is another rarity. You rock for making so much more sense than my professor!!
Structure free.. been seeing your vids man since 3years.. thanks man. Your the real mvp 😢
An hour lecture, a tutorial and a lot of hair all done better in one seven minute youtube clip. Thank you.
word.
Your voice and energy is so great it feels like my friend is teaching me. also thank u for saving me for my midterm
you deserve a teaching award in engineering.
you the best one who had a perfect explanation for these subjects
This is the best material I've seen so far. Helped me so much with "Teoria das Estruturas II". :)
I'm a Brazilian, and I would appreciate translating some of your videos to Portuguese (Brazil).
Excellent work! ty
Thank you... Even with online learning during covid my lecturers can't explain like this 🙌🙌
Your videos have been so helpful, your energy also makes me actually ENJOY studying. Thanks man!
You are too kind! 😁
Man do I wish I found you a 2 months ago. You're making cramming easier but OMG I'd ace the test tomorrow if I'd found you at the start.
Your videos are the reason for me passing my class lol #thankyou
Hey man. Thank you for all your videos.. it really helps me to pass my major subject until i graduated now.. thank you and hope you still add more helpful tips ☺☺
coolest tutor on youtube.
First and only video I heave watched about deflection... First time seeing this concept.. Wish my luck on my final in 20 min :(
+Cranking All Day good luck
You should be graduated by now, but i don't think so
Hey, did you already graduated?
@@jnthnlim 61% baby!!! I'm a engineer now wooot wooot!!!
@@CrankingAllDay THEREEEE! CONGRATS BUDDY!!
If you would like to see a general beam deflection equation, which works for multiple beam/load combinations, search youtube for Global Beam Deflection Equations, a 3-video set showing the derivation and use of
this 'universal' deflection equation. It can be differentiated to give a corresponding 'universal' slope/moment/shear equation.
It works for linear and non-linear loads, either beam-wide or partial loads and shows symmetries not
previously known between beam types and across single point loads and across partial-load boundaries.
Is it just me or does he sound like James Franco is teaching us Structural Analysis basics.... The video was very helpfull, thank you - ThumbsUp
Bravo!! A.W.E.S.O.M.E explanation!!
Gracias. Thanks galore
I wish that you've been my professor starting from statics up to now, Structural Theory. It's very easy to understand
I owe you a beer. Let me know the next time you're in Vancouver. This channel is the reason I will actually graduate......
We all do, man haha
Lord YOLO Swaggus Thank you and cheers! I'm thinking I'll drink all the beers being offered, then make a video and see if it makes more sense...maybe there will be moments of clarity for all.
glad u added that little note of not adding the two, it would've driven me crazy trying to figure out what happened
Way of teaching is awesome sir
tetha B must be equal to -PL^2/2EI right?
Yeah he corrects himself later :)
Nice job fren. It helped me a lot... Respect ur skills both in structure as well as computer drawing.
soo great. you explain so much better. thanks
u are dam too good...thanks for explaining in such short form
This video is perfect, why couldn't my professor explain it like this? Professors are so detached sometimes, they forget how to speak in plain English.
Nice one ... Good job bro.....
YAY! super explanation, thank u so much )
why does the moment start at negative? the PL is Counter clockwise which is supposed to be positive?
Dude! This is great!
Hello, let me first start by saying I am so grateful for all your videos they help a lot to struggling students like me and please keep them coming. I wanted to ask here, when calculating the the deflection of a point with respect to the other, the centroid that the you multiply the between those two points on the M/EI curve does it specifically needs to the distance from the point for which deflection is to be determined to the centroid or it doesn't matter? example for the above case one could have multiplied the area by L/3 when finding deflection.
you sir are a genius :)
Great Videos
Hey there I need a clarification. t(b/a) is known as the deflection at point 'b' from a 0 rotation point at point 'a' from your video, but my prof use t(a/b) instead knowing point 'a' is the 0 rotation point or you call it reference point. Is there a difference or is there a fixed format to represent this?
Excellent video.
when getting the moment of the beam where do we exactly get it at? at point A or B
are you considering clockwise as the positive moment?
thx from south korea
man you are good/hi from iraq
By how much percent the experimental value can differ from theoretical value?
awesome lecture, uh!
thank you discoverer of gravity with ironic profile picture.
what if there is more than one load acting on the beam how to solve ???
Thanks a lot :) you saved me
الله ينجحك
امين :P :)
ام فادي عوارك not sure what it says, but....word.
hahaha it is my mother and she wish me luck :D
All the good explanation. But speed is little fast.
structural analysis(SA) in moment area method, what's mean in my structure faculty?not forget because always used in office or reading book only.just lecturer on you.keep watching.thanks.RSS.smart.
does it mean sir that the deviation is also the deflection?
Why is the centroid distance multiplied to the slope.
"x bar" for a triangular area apparently doesn't exist if that makes sense. on all references I have, there is no value for "x bar" only a value for "y bar" which is "L/3". this is obviously different. care to explain this a bit? thanks, your videos are great btw...
You have such a cool personality lol
this video rocks
Good video
I get confusing on the value of 'arm'. Sometimes it count from the support, but sometimes it is from the end. Finally I find that using integration can ignore this problem
structurefree babyyyyy!!
I hate how in the text books they directly draw the moment diagram as if they expect us to know what the moment diagram will be widout drawing the shear diagram
Moment diagram is the integration of shear diagram. V = dM/dx. So if shear is constant, moment is linear.
you are the best
WOW! Someone thinks i'm the best besides my mom!
hhhhh yes.. you are deserve it.
Me too
Structure freeeeeee
+A. Kessler ....leaaaarniiiiiing
suuuuuupppperrrr ssssiiimmmmpppplllleeeee !!!!!!!!!!
thnks
you the best
structurefree u should do streaming on twitch u know pple might have interest in that
Tihouna Ayman that's an interesting idea. would that be the same as a google hangout or youtube live event?
almost it s just a bit more famous i guess and also people can subscribe to u by donating so they can ask u qsts directly live i mean so u might gain smthg it s a win win GG sir u have a away of making the info sink why not try it
Tihouna Ayman thanks. I'll look into it.
Tihouna Ayman well.twitch is good idea but people use it only for games and stuff not for study. :(
-pl^2/2EI cross check pls
thanks mate
***** i'm glad the video is helpful.
+iman farahbakhsh yes I love this dude how he speaks really hits me in the right spots. And +Structurefree you should say that intro in all videos - sure woke me up.
thanks for the video, i watched it before the exam last year and failed. Now i am wathing it and i'm gonna fail again i guess
🤞
I failed again btw, for your info
plz work on sound quality!
i want to get cancer
really i am too stupid or just forgot my mechanics of materials knowledge
whatever, i have spent 2-3 hours on this god damn topic
hopefully i will understand after watching your videos :'(
i wish i never chosed civil engineering
in general engineering
sometimes i think studying engineering is hell on the earth
Just focus on finishing. Don't worry about grades or what everyone else is doing. Just finish. "There's always gonna be another mountain..." -M. Cyrus
structurefree my grades are good but i still think that it doesnt worth it
Learning is supposed to be easy and whoever teaches must make it easier for who learns
In today’s world , it isnt like that
Calculus , engineering lectures etc.
The logic and realization behind of all(I mean all are real and happening not like (x^3)’=x^2)
Today
I mean there are a lot of questions based on why and how but learning method isnt based on answering questions
Learning is based on answers
So without the questions it becomes harder to learn
Ohh yeahh .. !!!
Lifesaver! _/\_
I've got the merit badge.
I have a final in an hour.
May Allah Grant you the most pretty woman,that makes every Architect Jealous of you. Amen
+Hatake Kakashi loL
bOoooOmMm
Shakka-lakka!
je taime
turkish pleasee
Why is the moment diagram negative should the moment increase from 0 to positive PL?
Positive moments are compression on top and tension on the bottom for the sign convention that I use. I draw the moments on the compression side.
what if there is more than one load acting on the beam how to solve ???