Your amusing you make physics like game I wish to study in your claas
@michaelmalarkey294313 күн бұрын
I find your programs very educational. Having had classes in linear algebra, i can say that your applied method now makes more sense to me.
@jidapa296914 күн бұрын
Thank you, this really help me.
@freddieordinario126514 күн бұрын
Is the elastic modulus always higher than the rupture modulus??
@daryavoyush494915 күн бұрын
thank you for your video!
@Doritsaresus18 күн бұрын
1.585D
@sajharguru23 күн бұрын
Great explain ❤❤
@thorstenstraub365725 күн бұрын
A nice overview containing manual and symbolic integration and plotting the results. The shown commands provide nice plots with minimal effort. Especially I like how MATLAB uses common default values. For example, the additive constant C from the integration process is set in a way that the initial condition (t=0) for v and x is 0. It was a surprise to me that the integral boundary can be called t when the independent variable is t, too. It was explicitly mentioned that this violates no rules - and MATLAB accepts it - but in my understanding these are two separate things. The integral boundary is a static specific point in time at which the integration ceases. While the t in the formula is floating and takes all values within the integration boundaries. Anyway, it is simple and it works. A numerical integration is not shown, though. Instead the formulas obtained in the previous symbolic step were re-used. Tiny correction: The expression for x in 18:14 contains '..+3*t...' which is wrong. It should be 2*t since the expression for v contains a 2, not a 3.
@wjdavey325 күн бұрын
❤️🎶🎵👍🎶🎵🙏😎
@submarinemalenАй бұрын
Excellent video
@chir0pterАй бұрын
How embarrassing for you to be using units that people who actually make stuff found effective for hundreds of years before moving decimal places with calculators was a thing
@usersslimssАй бұрын
☝️🤓
@teitgenengineeringАй бұрын
thanks for the great explanation and thanks for using metric.
@oscartenelema4457Ай бұрын
So very nice, great. Thank you tecaher.
@_BiologyMatters_Ай бұрын
You're so likeable and Gumbo is to die for cute! Thanks for your videos!
@DavidMOUSSONGAАй бұрын
Merci beaucoup.
@krishalbasnetАй бұрын
You're a god
@HARI.ARRA.Ай бұрын
Sir, how is it possible that concrete has a lower young's modulus than steel?
@mengivokes8675Ай бұрын
Lec : I did this in undergraduate and I didn't really understand actually my mind : You are good by not understanding😂😂
@haroonwazir6490Ай бұрын
What does it take to soak up as much knowledge as you?
@kareemsalessiАй бұрын
18:40 Because Apollo-Saturns were fake rockets 🚀
@kareemsalessiАй бұрын
21:00 SpaceX is also fake
@checullАй бұрын
thanjk you! :)
@melchizedek077Ай бұрын
This is a cool, simple explanation. I googled "How high does a building need to be to require a flying buttress and this video popped up" It doesn't answer the question exactly but the general terms are nice.
@eyeinthesky3013Ай бұрын
Fantastic explanation and experiment. I'm trying to understand the dynamics of riding electric unicycles and one of the biggest unknowns in the gyroscopic calculations is the moment of inertia of the rim and tire. This looks like the best way to measure it. Thank you so much for the video!
@forgottenforever1036Ай бұрын
Thankyou!
@Deshprem25.2 ай бұрын
A millions of thanks sir... I was being wrong,,, because I didn't multiply 9.81 m/sec. square with weight. Thanks for my clarification
@sajharguru2 ай бұрын
Thank you very helpful video ❤
@NobodyOfNote-qv5wh2 ай бұрын
Nice work, and relevant to a school project here in NZ!
@Ramamoorthy16022 ай бұрын
Thanks for the explanation..really helpful
@wissalzaher48682 ай бұрын
Thank you for this enlightning Video, very much appreciated sir. I do have one question, I am looking to calculate the deflection of an Aluminium side Profile of a conveyor System that I reinforced with a Steel beam underneath. The profile and steel beam are connected with bolts. Will this approach work? Thanks :)
@Szendza2 ай бұрын
currnetly 15, trying to make my ingame car corner better. this is fire
@TheChris14topher2 ай бұрын
If I had a 65000 lb mass hanging from a point, square in shape like your binder with stuff in it so it doesn't have a known center. Is it possible to know how far to move that hanger over if you knew that 1 side hangs 3/4 inches lower then the opposite side? 6ft by 6 ft cube basically that the lifting point is not center to account for weight.
@Gielyak2 ай бұрын
My main issue is static specially in the of freebody diagram.
@sebastianmontoya-vargas622 ай бұрын
I had the pleasure to attend a guitar building course with proff. French at Colombia and I have to say his clarity in explaining complex things in a simple way is just awesome!
@user-yn1lc5cn5s2 ай бұрын
you content and video really helped me for my exams especially this. Love it ! Am I able to reach out to you for questions
@abiyaselvindoss17642 ай бұрын
Good explanation❤
@kauserahmed66692 ай бұрын
How to background blur.please share this code in Matlab
@jeffbeltramo98362 ай бұрын
Hi Mark, fellow Engineering Technology professor here. I love your videos and definitely try to channel some of your vibe when explaining things. When it comes to 2nd moment of area, in addition to stiffness, I tell my students it describes how the area is distributed around the centroid...large I, lots of material away from the centroid. First moment of area (aka statical moment) is used in calculating vertical shear in a beam. What I have always struggled is providing a physical feel for first moments, similar to what I can do with 2nd moments. As engineering technology students, I try to avoid getting into the weeds of deriving vertical shear stress and show them where the first moment shows up. Do you have a good physical explanation of what the first moment represents? I love to hear it if you do.
@abril55082 ай бұрын
12 years later and still saving egineering students. awesome video
@MuhammadRahatLatifTousif2 ай бұрын
beautiful way of explanation. Thank you, sir.
@DytBaat2 ай бұрын
4:12 isn’t that a case of local buckling?? I mean if I’m standing on a coin, then no matter how much weight I put on it will never buckle like that. So I don’t get the short column thing later in the video. I find it strange that the wall thickness is not included somehow? BR Peter
@anujagrawal44042 ай бұрын
thats very clever shifting to polar rather than going for direct integration
@ArifKhan-he9km3 ай бұрын
Join the rigging and lifting group
@axh7593 ай бұрын
Thanks helped me lots to understand
@dwahowrezaie77453 ай бұрын
It was best educational thing about this subject
@rapinncapin1233 ай бұрын
Good vid
@isaacfardig3713 ай бұрын
Area moment of inertia = area cross section resistance to bending, Mass moment of inertia = solid body resistance to rotation, Polar moment of inertia = objects resistance to twisting.
@sceneryj3 ай бұрын
Is it important for step 5 to be last in the recipe or could be executed earlier? (Or possibly at several locations throughout the recipe?)
@mimjorrison11213 ай бұрын
gg
@axeel_talks3 ай бұрын
I think there is a mistake you wrote 113mm is between them even tho it’s written 150mm ? How is that possible