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Why did you stop making videos?

someone correct me but b to c is 4EI/L as the beam isn't discontinues at that point ?

how did you get 600 for the moment of A for the second example?

you are literally the only one on RUclips who explains when to use each stiffness equation!!! Thanks

For the moment diagram is the peak 12.8 or 10.24? 10.24 is what we had for the internal moment between points A-B

9761 Rutherford Loop

74535 Lakin Drives

Thank you very much

Mam could pls provide more math about portal method it will be so helpful

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.

Didn’t understand

howd you get reactions

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Awesome tutorial. Everything was clear and concise. Thank you every much.

Wow, nicely explained. Thank you. You deserve more appreciation(likes and comments)

kerem kaşardır thnx :)

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..

Did I just here you typing ... or my earphones are 3D... helpful and good lecture by the way❤

the idea of frames is in finding the numbers and angles not in drawing you know

what is name this app

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

Your videos are the best, I think I'll finally pass my Theory of Structures because of these, thanks for your videos.

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?

Its better if you show the solution how you get the support reactions

The audio was unforgiving, but thank you for the explanation. greatly helped. Cheers!

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

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snake scared me a little

Does Qin always equal to Qout in a pump system ?

When you draw diagram.positive diagram draw negative.

Best expln

Nice!

Given what students must learn and the availability of computers teaching MD may well be a waste of time.

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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?

Good video thank you for sharing

great video miss....but a question,why do we not consider minor loss at the bend in pipe A

Thank you very much it is really helpful!

Thank you mam!

Great video!

For the oil problem, I think it's second, with those numbers I get ~ 14.76 - 14.9 depending on rounding.

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.

Thank you for this

the best

This was beautifully explained. Thanks a bunch!

Thanks a lot Ma'am

🌹🌹🌹شكرا

Can you help me understand what difference it would make if we have one hinge at the end?

thank you very much

U guys still using pounds and foot?? 🤦‍♂️🤦‍♂️