8:32 why the pressure of point E is not multiplied by (4-(1/3)*3) just like the Pressure D , because the triangular load does not reach point C too so why we only considered the rest of triangle ? that way it doesn't get to C the water level is only 3m and the point C is 4m
Question: When taking the Moment about C at 8:18 , you use 3-1 for the distance for the left side, but 4- 2/3 for the distance on the right. If you want the distance from point C shouldn't both use the height of the tide gate (which is 4m) instead of the height of the water line (which is the 3m)? I may be missing something obvious
yes, I think there's a slight error there. I calculated it and I got the height between point C and F left at (4 - 1/3 * 3) or ( 1 + 2/3 * 3 ) = 3m. the mistake he made was he didn't add the height from the water surface A to Cx. cmiiw
It is very difficult to find videos on these subjects in our country. That's why I found it while searching for English source. I like your drawings and explanation 😀. Hi from Turkiye
dude, I have been watching your videos since statics last term. Your videos are both well explained and helpful. Thank you for the amazing work you do!!
And yet people keep on thinking that a dam is "holding" the whole reservoir of water that is behind it, as if the whole weight of all water was pushing against the dam. Example: every B1M video on that subject.
hello, thanks why did you take the inverse slope in the triangular load expression , plus the pressure should be negative since the slope is going down ??
It's fun to look at, but in a practical way, it's not that useful, and nice time to waste. If anyone likes to learn some good practical examples, then start practicing Ansys CFD examples it's the best way to understand fluid mechanics.
I have never seen someone explain something so complicated so easy. You are an absolute Legend, thank you so much
Wow, thanks! Share with others!
@LessBoringLectures please help me
How to make this kind of animation
8:32 why the pressure of point E is not multiplied by (4-(1/3)*3) just like the Pressure D , because the triangular load does not reach point C too so why we only considered the rest of triangle ? that way it doesn't get to C the water level is only 3m and the point C is 4m
Yes, the distance should be 3 .
Only just the moment arm for the resultant force on the left should be 4m minus a 3rd of 3m..great work man! Thanks
This is such an impressive work.
This is the best channel for engineering lectures I have ever seen.
Thank you so much
Thanks!
@@LessBoringLectures why aren't u uploading videos?
i wish i found this months ago. blows my professor’s lectures away. thanks big man
Omg. I have used so much time to understand this topic, but after this video I understood it. Thank you
I have learnt more stuff in this 8 min video than in 3 lectures combined. Thanks man
short and on point, we need more videos of this kind
Excellent video, my teacher did not care to explain this concept nor is it in our given textbook. Helping me do well on my final sir :)
Question: When taking the Moment about C at 8:18 , you use 3-1 for the distance for the left side, but 4- 2/3 for the distance on the right. If you want the distance from point C shouldn't both use the height of the tide gate (which is 4m) instead of the height of the water line (which is the 3m)? I may be missing something obvious
I think there is a slight error in that the distance from point C to the left force is 3 and not 2, but overall great video very helpful thank you
this confused me as well
yes, slight error on the moment, to find Dx. Value for Dx is right. (4-1/3*3) and (4-1/3*2)
yes, I think there's a slight error there. I calculated it and I got the height between point C and F left at (4 - 1/3 * 3) or ( 1 + 2/3 * 3 ) = 3m. the mistake he made was he didn't add the height from the water surface A to Cx. cmiiw
@@yusufganchi2415yeah me too
amazing video, you saved my fluid mechanics course. thank you
This actually helped me make sense of hydrostatic pressure! Thanks!!!
it is 5:45am my brain is gonna explode. and i find your video that explains this chapter so easily in less than 10 minutes. thank you!
Thanks a lot.I was confused.But your lecture cleared my doubt.
It is very difficult to find videos on these subjects in our country. That's why I found it while searching for English source. I like your drawings and explanation 😀. Hi from Turkiye
kankam bu ne boktan ders dağlandım resmen ya kaynakta yok Turkcell
Harbi ya sınava 2 saat kala bakıyorum @@emirhantezel6746
OH MY GOD WHY COULDN'T I HAVE FOUND THIS A WEEK AGO MY TERM FINALS ARE LESS THAN A DAY AWAY
dude, I have been watching your videos since statics last term. Your videos are both well explained and helpful. Thank you for the amazing work you do!!
Amazing summary! I really appreciate it.
channel name speaks for its self
AMAZINGG VIDEO!
Thanks for helping me understanding this topic much better 👍👍
thank you for making me feel stupid
That's actually not his problem u were born like that
@@Manodaely22broooo💀💀
@@Manodaely22 It's not a problem tho. He even thanking for it.
😂😂😂😂😂😂😂
Your vedios are 100% satisfactory.but you need to decrease you speed 30 to 40% to make it more effective
Perfect explanation
My tuition should go to you
Sir please tell about your application in which you prepared your lectures...
I like the fast mode of your writing and drawing
Great explain 😍
Please, explain how I calculate (lb/ft3)*(ft/s2)*ft= Lb/in2 (PSI). In my understanding the result is Lb/(ft*s2) and not Lb/in2.
Amazing video
1:22 slope = specific weight not specific gravity right?
please at 1:31 why did you multiply the pressure with the width?
What textbook explains these concepts clearly and actually helps you solve them in a complex situation?
For the weight of the water that acts upon a slope, shouldn't we also keep in mind its horizontal component?
Best video
made is look so easy
thank you so much
Big thanks
And yet people keep on thinking that a dam is "holding" the whole reservoir of water that is behind it, as if the whole weight of all water was pushing against the dam. Example: every B1M video on that subject.
where you find Dx force in 7:30
thanks a lot
thank you sir
Thank u Sir
impressive....!!!!!!
hi, why did we do the moment equation to get Dx and the force equation to ger Cx
hello, thanks
why did you take the inverse slope in the triangular load expression , plus the pressure should be negative since the slope is going down
??
Can you specify the time stamp?
great illustrations and explanation but too fast, it's am listening to a song
It's fun to look at, but in a practical way, it's not that useful, and nice time to waste. If anyone likes to learn some good practical examples, then start practicing Ansys CFD examples it's the best way to understand fluid mechanics.
🙏🏼
Please help me😢
🥰
LA accent??
fr lmao
density in engish should be slug/cu.ft
it can also be lb/ft^3