Your energy is contagious! Thank you so much for sharing your knowledge with us and making the world a better place.

An hour lecture, a tutorial and a lot of hair all done better in one seven minute youtube clip. Thank you.

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!!

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.

Structure free.. been seeing your vids man since 3years.. thanks man. Your the real mvp 😢

Thank you... Even with online learning during covid my lecturers can't explain like this 🙌🙌

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

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

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.

First and only video I heave watched about deflection... First time seeing this concept.. Wish my luck on my final in 20 min :(

glad u added that little note of not adding the two, it would've driven me crazy trying to figure out what happened

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 ☺☺

I owe you a beer. Let me know the next time you're in Vancouver. This channel is the reason I will actually graduate......

I wish that you've been my professor starting from statics up to now, Structural Theory. It's very easy to understand

Your videos have been so helpful, your energy also makes me actually ENJOY studying. Thanks man!

you the best one who had a perfect explanation for these subjects

why does the moment start at negative? the PL is Counter clockwise which is supposed to be positive?

Your videos are the reason for me passing my class lol #thankyou

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.

coolest tutor on youtube.

Nice job fren. It helped me a lot... Respect ur skills both in structure as well as computer drawing.

Way of teaching is awesome sir

tetha B must be equal to -PL^2/2EI right?

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.

soo great. you explain so much better. thanks

u are dam too good...thanks for explaining in such short form

Bravo!! A.W.E.S.O.M.E explanation!! Gracias. Thanks galore

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.

thx from south korea

this video rocks

Nice one ... Good job bro.....

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?

Dude! This is great!

Why is the moment diagram negative should the moment increase from 0 to positive PL?

Great Videos

what if there is more than one load acting on the beam how to solve ???

YAY! super explanation, thank u so much )

you sir are a genius :)

when getting the moment of the beam where do we exactly get it at? at point A or B

does it mean sir that the deviation is also the deflection?

are you considering clockwise as the positive moment?

By how much percent the experimental value can differ from theoretical value?

Excellent video.

"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...

man you are good/hi from iraq

Why is the centroid distance multiplied to the slope.

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.

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

All the good explanation. But speed is little fast.

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

awesome lecture, uh!

You have such a cool personality lol

Good video

Thanks a lot :) you saved me

thnks

structurefree babyyyyy!!

-pl^2/2EI cross check pls

you the best

Ohh yeahh .. !!!

you are the best

Structure freeeeeee

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

thanks mate

plz work on sound quality!

Lifesaver! _/\_

I have a final in an hour.

structurefree u should do streaming on twitch u know pple might have interest in that

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 :'(

bOoooOmMm

May Allah Grant you the most pretty woman,that makes every Architect Jealous of you. Amen

je taime

turkish pleasee

what if there is more than one load acting on the beam how to solve ???