ME3663 Fluid Statics 1

  Рет қаралды 170,122

Randall Manteufel

Randall Manteufel

10 жыл бұрын

Center of Pressure: 2:37
Vertical Surface: 5:36
Submerged Planar Surface: 11:09
Alternative Approach: 37:45
Submerged Planar Gate Example: 38:54
Submerged Curved Surface: 45:11
Curved Gate Example: 51:44
Mass and Weight Density Discussion: 1:03:59
Buoyancy & Archimedes' Principle: 1:12:15
submerged plane surfaces, center of pressure, buoyancy

Пікірлер: 91
@engineerated5627
@engineerated5627 8 жыл бұрын
My mind easily grasps your words!!! Appreciate your help.
@r.a.5874
@r.a.5874 9 жыл бұрын
thank you for clarifying concepts that can be hard to remember so clearly. Awesome video!
@joshsimpson422
@joshsimpson422 7 жыл бұрын
thank you for saving me from the past several hours of misery! impressive teaching.
@jyo3337
@jyo3337 8 жыл бұрын
Hi I am student of mechanical engineering from Korea, and I really appreciate at your clear lecture!! Thank you very much.
@BETAG0
@BETAG0 4 жыл бұрын
The best freakin video ever. I was about to give up on Fluid statics but this professor saved my ass. Love u professor
@markmumiriki2979
@markmumiriki2979 6 жыл бұрын
Professor Randall ,daddy u re a legend! !!!..may God bless you abundantly I understood something that bothered me for a year!..billion thanks
@aimanaiman9935
@aimanaiman9935 5 жыл бұрын
THANK YOU SO MUCH. really, my lecturer isn't all that great as he likes to just skim through the material without giving explanation for why we do the way we do it. he especially skips explanation for the advanced cases like the submerged planar surface after explaining the normal vertical scenario. i have a test today so i'm sure this will help me infinitely more. so thank you randall from 4 years ago.
@milenelatorre1733
@milenelatorre1733 4 жыл бұрын
your lecture was clear and straight to the point. thank you. I am studying for my PE in Texas.
@karabomohlala7257
@karabomohlala7257 2 жыл бұрын
Very thankful, u put clarity to most concepts I had trouble with
@ahamadromen
@ahamadromen 7 жыл бұрын
It is Very helpful. Thank you very much Professor Randall.
@Darkarium
@Darkarium 9 жыл бұрын
Thanks. Neither google nor hours of lecture notes and past papers could explain to me center of pressure as well as you did.
@lisro21
@lisro21 8 жыл бұрын
You are just awesome. I am reviewing for the FE and your videos are making my life a lot easier. Your students are lucky to have you as a professor.
@diaaesmail3457
@diaaesmail3457 6 жыл бұрын
you are right
@InfinityLRDL
@InfinityLRDL 2 жыл бұрын
As a chemical engineering major, idk why we have to know this 🤷🏻‍♂️🤷🏻‍♂️🤷🏻‍♂️
@franck-paulinpehnmayo7148
@franck-paulinpehnmayo7148 8 жыл бұрын
such a saviour! 👍. Thank you
@astafzciba
@astafzciba 8 жыл бұрын
thank you very much i have a test tomorrow in aerodynamics and this really helped
@mehekghosh3110
@mehekghosh3110 5 ай бұрын
You explained it so well!! Thank you!!!
@muhittinselcukgoksu1327
@muhittinselcukgoksu1327 7 жыл бұрын
Thank you soo much, also your video lessons are wonderful for PHD students like me.
@jackhooper2839
@jackhooper2839 9 жыл бұрын
cheers for the video, very clear explanations
@KingOvSparta
@KingOvSparta 8 жыл бұрын
Clear explaination! Thank you sir
@Skull12o12
@Skull12o12 8 жыл бұрын
So helpful! Thanks!
@riasatmorshedkhan7327
@riasatmorshedkhan7327 6 жыл бұрын
Professor Randall, I really don't how to tell you that you're awesome. Way Too Awesome! Just Loved the lecture!
@randallmanteufel6411
@randallmanteufel6411 6 жыл бұрын
I'm glad you find the video helpful. Best wishes in all your studies.
@Animals-Kingdom2024
@Animals-Kingdom2024 Жыл бұрын
Very informative. Thank you
@okeponglkr4548
@okeponglkr4548 6 жыл бұрын
Good job sir. Very helpful!!
@TopAhmed1
@TopAhmed1 7 жыл бұрын
THANKS A LOT.
@carfree123
@carfree123 9 жыл бұрын
True.
@lampa298
@lampa298 4 жыл бұрын
True.
@essafr3823
@essafr3823 3 жыл бұрын
@@lampa298 True.
@nurfazlinbintijahipin4568
@nurfazlinbintijahipin4568 8 жыл бұрын
thank you sir for the explanation ! :D
@Chibuzo3000
@Chibuzo3000 8 жыл бұрын
I wish I had you as a Professor at Prairie View A&M... I've taken Fluids twice and still don't understand it at most but with your lectures so far, you've explained it very well including why we do certain process in a given example. I bet all your students exceled in your class. You are a God sent HYBRID instructor. With you and your lectures, I will succeed. Thank Remain Blessed
@randallmanteufel6411
@randallmanteufel6411 8 жыл бұрын
+Datguy obi thanks for positive feedback. Can you please edit your comment and delete name of University. I hope one day you will be a successful alumni of that University. We have all had a few difficult professors, as well as some excellent ones.
@flyingfoxes1
@flyingfoxes1 3 жыл бұрын
Thanks for helping. Just a Question please. So what area dimensions do I use for calculating the Force on the vertical side? This is at about 11 minutes from start. Is it the width x 2/3h (Cp), width x 1/3h, width x h/2 or width x h?
@glukeglacier
@glukeglacier Жыл бұрын
Wow, this is good
@RaunySilva
@RaunySilva 5 жыл бұрын
Thanks, it might be useful for me
@ossama3249
@ossama3249 8 жыл бұрын
great explaine thank pro
@hasnaouimohamed5772
@hasnaouimohamed5772 6 жыл бұрын
thank you
@mohamedelhadi9953
@mohamedelhadi9953 5 жыл бұрын
thank you so much sir
@lopalapz4360
@lopalapz4360 2 жыл бұрын
Thankyouverymuch
@Verifierabfi
@Verifierabfi 4 жыл бұрын
Thanks to you I will pass the exam I have today !
@RizkyYozia
@RizkyYozia 7 жыл бұрын
Hello Prof. Randall. At the 7:13, why you use (1/3).h from the bottom on the calculation? Why not at the centre of the red square?
@KLCII88
@KLCII88 5 жыл бұрын
There is a distributed force acting on the wall. You can represent this as a single force acting (1/3)h from the bottom.
@cebanihlabisa9215
@cebanihlabisa9215 7 жыл бұрын
There is a genius busy answering all these question that i dont know
@pubudunuwan1751
@pubudunuwan1751 3 жыл бұрын
Thanks a lot ❤️sir
@coolbombe
@coolbombe Жыл бұрын
In the first problem, why is it assumed the circular surface sinks to a depth of h1? Could it not float?
@afandimohamad676
@afandimohamad676 9 жыл бұрын
can you solve this to me? You are a team of design group, involve in designing a flood prevention system of a river. Your assignment is to propose the best position of the water gate hinge so that during heavy raining, when water level reaches 10 m from river bottom the water gate will open automatically. The water gate size is 3 m wide and 9 m high.
@coolbombe
@coolbombe Жыл бұрын
What???? height of equilateral triangle with side b is Sqrt.3/2xb, that makes the area bsquared/4xsquare root 3. "base is equal to the height" how so??????
@muhammadnsubuga
@muhammadnsubuga 4 жыл бұрын
It helped
@sulemanarshad2222
@sulemanarshad2222 6 жыл бұрын
legend
@johne5516
@johne5516 6 жыл бұрын
STRAIGHT LEGENNNNNDDDDDDDDDDDDDD
@christyjiang612
@christyjiang612 4 жыл бұрын
Hi, lecturer,do you know how to solve the question?thank you 60 cubic metres of oil (RD=0.93) is poured into the tank. Calculate (e) The depth of oil in the tank (2 marks) 60m³ of oil RD=0.93 (f) The pressure at the oil-water interface. (2 marks) (g) The pressure on the bottom of the tank. (2 marks) (h) The total force in magnitude and position acting on the 6.0 m side. (10 marks) (i) Draw and label a diagram to show the variation in pressure on the 6.0 m side of the tank after the addition of the oil. (2 marks)
@davidkapuku4871
@davidkapuku4871 6 жыл бұрын
Quick question. On the problem (38min-45min), Shouldn't that free body diagram have a normal force where the stop is? I know that since the only equation you used here was the moment equation, vertical forces do not contribute for this case, but then if we had to solve for Ay we would have to use the 'sum of vertical forces equal zero' equation and the numbers will be different if we put the normal force.
@randallmanteufel6411
@randallmanteufel6411 6 жыл бұрын
at 40:00 horizontal force Fs is shown. the gate is assumed to "hang" from hinge at A. So don't need vertical force acting on bottom of gate. Could the gate rest on the ground? Yes. If it did rest on the ground, would there be vertical force at bottom? Yes.
@dimitridobroskok2354
@dimitridobroskok2354 8 жыл бұрын
Does the method used during the last part of the vidoe work for plane surfaces instead on curved surfaces?
@randallmanteufel6411
@randallmanteufel6411 8 жыл бұрын
+Dimitri Dobroskok yes, I see no reason it wouldn't work.
@dimitridobroskok2354
@dimitridobroskok2354 8 жыл бұрын
Thank You!
@jzwillows
@jzwillows 8 жыл бұрын
So regardless of the weight of water above the surface (for instance it could be in a container 1 square foot at bottom but narrowing from the bottom) if a waterproof weighing scale were placed on the surface it would register the computed pressure rather than actual weight of water in the container. For instance, a container with 10 feet depth of water, 1 square feet of area at the bottom, but holds only 5 pounds of water would register on the weighing scale 624 (62.4 x 10) pounds of water rather than 5 pounds. Right?
@randallmanteufel6411
@randallmanteufel6411 8 жыл бұрын
+john zimmerman pressure of water at bottom of container is not the same as "pressure" or "Force/Area" between container and scale. Force between container and scale must equal weight of container and weight of fluid in container. Sorry if this doesn't help. But that is all the time I have to try and answer your question.
@jzwillows
@jzwillows 8 жыл бұрын
+Randall Manteufel Thank you for responding. However, you misunderstand because I was not real clear. I try again. It will be simpler to reword my question using containers. Consider a container in the shape of a cylinder 10 feet depth of water, 1 square foot horizontal area. A weigh scale is placed inside the container at the bottom. One would think it would register the weight of the liquid, 624 pounds,. because that is the weight of water. But actually what the scale registers is not a function of the weight of water but the force from the water which is a function of pressure not weight, though in this example the resultant force is the same. Now take a container, 1 square foot at the bottom but that narrows and it holds 10 feet of water. Lets say it holds only 5 pounds of water. What would a scale inside the container resting on the bottom, supporting the entire liquid register 5 pounds (the weight of the water) or 624 pounds according to the formula F = 62.4lb/cu ft x 10ft x 1 sq ft? (answer is 624 pounds - right?)
@ncgallagher
@ncgallagher 6 жыл бұрын
your formula for the area of an equilateral triangle is wrong
@ConceptualCalculus
@ConceptualCalculus 2 жыл бұрын
He calls it equilateral, but labels it as if the "height" (measured at right angles to the vertical side) is equal to the length of the vertical side. If that's the case, then the triangle is not equilateral. His area formula is wrong for equilateral, but correct for the way he labeled the triangle.
@prakharmishra3726
@prakharmishra3726 7 жыл бұрын
please please reply sir at 4:22 resultant force cant be applied a little bit to the left because resultant force acts through the centroid of pressure prism and it is exactly at ( b/2 ) .
@randallmanteufel6411
@randallmanteufel6411 7 жыл бұрын
discussion is confusing at this point, sorry. An equilateral triangle is drawn and incorrectly I say it is isosceles (or at least imply it is isosceles). If length of each side of equilateral is "b" then distance from middle of edge to opposite corner is "b*sin(60)" (not b as I think I say). Centroid is at (1/3) of this distance, measured from each side toward the opposite corner. To help see this, draw equilateral triangle, then 3 lines from middle of each edge to opposite corner. All 3 lines will intersect at centroid. With ruler you can verify this is (1/3) from middle of "base" to "peak"
@prakharmishra3726
@prakharmishra3726 7 жыл бұрын
Sir irrespective of isosceles or equilateral triangle the centre of pressure must lie on the centre of pressure prism and in this case it will be exactly at ( b /2 ) because we have a horizontal surface.
@prakharmishra3726
@prakharmishra3726 7 жыл бұрын
And it shouldnt be at centroid of cross section as you have mentioned..please correct me if i am wrong sir
@musakazem2998
@musakazem2998 2 жыл бұрын
Gordon Ramsey if he taught Fluid Mechanics.
@SageBaka
@SageBaka 9 жыл бұрын
why is it that when calculating the weight of cylinder, the depth used is 5ft? And area of cylinder isn't pi*r^2 but 2ft*5ft?
@randallmanteufel6411
@randallmanteufel6411 9 жыл бұрын
+SageAdam length of cylinder in third dimension (not shown) is 5 ft. Hope that helps with second question as well..
@astafzciba
@astafzciba 8 жыл бұрын
+Randall Manteufel isn't it eg(h^2/2)
@BODYBUILDERS_AGAINST_FEMINISM
@BODYBUILDERS_AGAINST_FEMINISM 2 жыл бұрын
at 11:00 "no it dont! thats why im here watching this video!!!" says my study group
@jffoz1
@jffoz1 9 жыл бұрын
You said in the explanation that the triangle was EQUILATERAL, yet from the way of explanation and drawing, I think you mean Isosceles.
@randallmanteufel6411
@randallmanteufel6411 9 жыл бұрын
jffoz1 you are correct. thanks
@kellycooley2144
@kellycooley2144 2 жыл бұрын
Whos hibler for the book ?! sorry I just want to know how to spell the name so I can find it
@randallmanteufel6411
@randallmanteufel6411 2 жыл бұрын
Hibbeler
@Dianabanda902
@Dianabanda902 Жыл бұрын
Thanks me too I was looking for the same book
@Fahad15_
@Fahad15_ 3 жыл бұрын
Guys pressure prisms are important for the fe exam.
@devonm301
@devonm301 4 жыл бұрын
2:09 pi*d/4 or pi(d/2)^2
@THEmanINtheVAN21
@THEmanINtheVAN21 4 жыл бұрын
I'm trying to think of something I wouldn't do for you to be my professor. So far no luck.
@ezrapotter4631
@ezrapotter4631 3 жыл бұрын
1:06:43 somehow I got sqrt(9092^2+8736^2)=12,608.8 lb
@puckbucky.5545
@puckbucky.5545 4 жыл бұрын
İ was confused 🙋‍♂️
@lampa298
@lampa298 4 жыл бұрын
And now?
@shadowbatjack
@shadowbatjack 5 жыл бұрын
17:48 What was that? A yawn?
@parkedavendiaz2671
@parkedavendiaz2671 3 жыл бұрын
The answer of your letter a. is wrong professor you equate the wrong value of the FRH
@yilmazucar
@yilmazucar 5 жыл бұрын
hay bin kunduz
5 жыл бұрын
Keşke Türkçe olsaydı.
@xxSheldonBazingaxx
@xxSheldonBazingaxx 5 жыл бұрын
Keske degil mi? Sanirim ders kaydi bu..
@puckbucky.5545
@puckbucky.5545 4 жыл бұрын
"Not too innovative"...
@engineerated5627
@engineerated5627 8 жыл бұрын
My mind easily grasps your words!!! Appreciate your help.
@chamikaonyt
@chamikaonyt 2 жыл бұрын
Thank you sir
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