Mam could pls provide more math about portal method it will be so helpful
@MuhammadQasim-th3ed2 ай бұрын
Mam brilliantly explain 💛😊👍 ...
@klompe78012 ай бұрын
In the beginning picture of your second example, a counterclockwise moment acted at the end of the cantilever beam. Why did this not end up getting put into our moment equation of equilibrium to solve for M_2? Since moments are free vectors, should it be included in the M_1 equation of equilibrium as well? I'm in mechanics of materials right now, and I'm just a bit confused.
@klompe78012 ай бұрын
Is that why the result of the moment equation was a constant which was equal to the point moment?
@HearthackerDP3 ай бұрын
Didn’t understand
@jaalonterry2433 ай бұрын
howd you get reactions
@jasonlo673014 сағат бұрын
Use method of sections by considering ABC only. And then take the moment about joint C so you can find the reactions easily.
@Jireninyourrecommendations3 ай бұрын
🐐🐐🐐
@Jackster08ful3 ай бұрын
Awesome tutorial. Everything was clear and concise. Thank you every much.
@tiayangerlongkumer28534 ай бұрын
Wow, nicely explained. Thank you. You deserve more appreciation(likes and comments)
@buraksarar29555 ай бұрын
kerem kaşardır thnx :)
@sohailahmed50396 ай бұрын
Mam when you were taking Kcb, why you took kcb=4EI/L . In Kcb with B as far end and also being a roller support and over hanging part was it not supposed to be kcb=3EI/L. If point A was a support then kcb=4EI/L is correct, but with A as overhanging isn't 3EI/L correct ? Kindly mam explain why you did not take 3EI/L? Thankyou..
@JNobley2 ай бұрын
I am just as confused and this is my actual professor
@sagarshravane9616 ай бұрын
Did I just here you typing ... or my earphones are 3D... helpful and good lecture by the way❤
@danarkoye44176 ай бұрын
the idea of frames is in finding the numbers and angles not in drawing you know
@abdulrahmankhaled46567 ай бұрын
what is name this app
@slimeminem7402Ай бұрын
I think it's Microsoft Outlook.
@morismujuni3557 ай бұрын
Thank you so much for the video. My question is; why didn't you include the 100kipft moment (acting at C) while calculating for the M equation (for slope at A in real loading) after sectioning? Thanks
@iamgroot72348 ай бұрын
Your videos are the best, I think I'll finally pass my Theory of Structures because of these, thanks for your videos.
@yigitunald28778 ай бұрын
There are only two pipes listed in the information provided, with diameters of 4 and 6. So why is there now additional information stating that the second pipe has a 1.5" radius and a 3" diameter?
@khristianramos58359 ай бұрын
Its better if you show the solution how you get the support reactions
@GETurnt9 ай бұрын
The audio was unforgiving, but thank you for the explanation. greatly helped. Cheers!
@clintcallender950210 ай бұрын
Question, why you didnt stay on one side, as in going from left to right? Reason for asking when i did so i got a different equation from you, not sure where i went wrong if i did
@saurabhchintanwar606510 ай бұрын
❤❤❤❤
@Mellorine_0010 ай бұрын
snake scared me a little
@mounamoon905011 ай бұрын
Does Qin always equal to Qout in a pump system ?
@md.shaikhulislam8754 Жыл бұрын
When you draw diagram.positive diagram draw negative.
@mohanbabupm5778 Жыл бұрын
Best expln
@davidcherry6439 Жыл бұрын
Nice!
@Edruezzi Жыл бұрын
Given what students must learn and the availability of computers teaching MD may well be a waste of time.
@xolileposwa4924 Жыл бұрын
😍
@user-tq5kd2ij6y Жыл бұрын
how are you getting EGL - HGL = .856? When you say V^2/2g what is the variable V? Is it V2, V4, V6? I can't reproduce the calculation that gets you this number. Even doing sqrt(.856 x 2g) gives me 7.42 ft/s... what does this represent? is that accurate?
@BODYBUILDERS_AGAINST_FEMINISM Жыл бұрын
Good video thank you for sharing
@fabriceras9562 Жыл бұрын
great video miss....but a question,why do we not consider minor loss at the bend in pipe A
@yujiavexzhu8127 Жыл бұрын
Thank you very much it is really helpful!
@angajasonr.2422 Жыл бұрын
Thank you mam!
@LordErmac2000 Жыл бұрын
Great video!
@SakeKaama Жыл бұрын
For the oil problem, I think it's second, with those numbers I get ~ 14.76 - 14.9 depending on rounding.
@SakeKaama Жыл бұрын
Love your videos, they are helping me so a ton through this energy/momentum exam. You explain the physical principles involved, videos are concise and to the point, don't waste time unnecessarily performing calculations (calculations that students can and should be able to do), no pretentiousness like some. Well done, keep 'em coming. I will be seeking guidance in the second semester of fluid mechanics I'm sure.
@xcrazysamsongx Жыл бұрын
Thank you for this
@majidalbusaidi7319 Жыл бұрын
the best
@isaacoyawoye6377 Жыл бұрын
This was beautifully explained. Thanks a bunch!
@AdityaSingh-cc2pp Жыл бұрын
Thanks a lot Ma'am
@thelion2720 Жыл бұрын
🌹🌹🌹شكرا
@bharathkumar2414 Жыл бұрын
Can you help me understand what difference it would make if we have one hinge at the end?
@abdullahmawloodabdalghani6772 жыл бұрын
thank you very much
@ricardomaran23382 жыл бұрын
U guys still using pounds and foot?? 🤦♂️🤦♂️
@macsmacoy28482 жыл бұрын
The given info states only two pipes with Diameters 6" and 4" respectively, but how come all of a sudden there's an new info: 3" diameter and 1.5" radius for the second pipe ?? (00:08:19 onwards) is that of the nozzle ???
@LadyHedera Жыл бұрын
yes, it is the diameter of the nozzle
@ntegeabuduswaburu16112 жыл бұрын
Where did you calculate the reactions from
@omaraldosari31052 жыл бұрын
How we calculate the reaction?
@waelatfah21102 жыл бұрын
take the moment at the hinge c on the right you'll find the horizontal force then you can solve it easily
@antasena12192 жыл бұрын
Thank you miss
@BreeZe882 жыл бұрын
headloss at 6in pipe is wrong? how you getting 4.28 when im getting 14.053 ft?
@m.f.a.20772 жыл бұрын
Because g=9.81 when we use meter. She using ft so g=32.2