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this is strange explanation.... 3:28 you say 'dy' run along the beam ( so its run from 0 to L or -L/2 to L/2 ) 3:50 you say 'dy' runing from -h/2 to h/2 ( so 'dy' its a cross section element and exist in 90deg to the beam length) so i do not understand how the 'y' axis is up and down , and also inside-outside . you got 2 axis with same name ? what about z axis ?

very informative! thank you so much

Can you make more video tutorial about structural theory and hydraulics, I can easily understand the way you explain than my instructor/professor sir.

one movie about measuring one of this pipes with piesometer.. the wistle would be welcomed

yr cahnnel is my motivation

isnt it second moment of area?

Why not simply use the equation P_(gauge)=P - P_atm?

Absolutely brilliant content, I am a student studying civil engineering, and I suffer from ADHD. The way you have simply portrayed this equation absolutely works for me, so thank you so much.

Sir, what is static pressure or thermodynamic pressure

Nice teacher

Thank you very much

Today, I am grateful for people like you who share their expertise so freely. My (paid for) university textbook doesn't come close to explaining this as well as you. Thank you kindly.

Please make videos for fixed but support and moment release in staad specification option

my doubt is..wont the liquid come out of tubes?

Good Explanation!

If I use the water density = 1000 kg/m3. The change in pressure would be 2.1x10 exp 3. It´s logical?

Excellent explanation

Hello, Could you please explain how to find the internal indeterminacy degree of the structure with X bracing shown at 1:34. To my understanding, we have 4 hinges and each hinge is connected to 3 members it'd reduce the indeterminacy degree with (3-1)=2 >> 4*-2=-8 but how to determine the number of loops that increase the degree of indeterminacy. Thanks in advance.

thank youu

why we square the term

Why d^2 ?

Is there a criteria you used to choose point G when solving for force in member DF?

Cheers mate

Best video ever!

thanks a lottt

Hydrostatic loads on Curved Surfaces can be very confusing, and I appreciate these videos. Would you be willing to make a few videos related to Bernoulli's equation? That's what my fluid mechanics class is covering right now and I haven't figured it out yet. Thanks for your hard work!

Thank you so much for this !! Can't be more thank ful coz I just couldn't understand it in my class and now I am able to understand only coz of u thank u very much , it helped me alot with my assignment

Great video Engr. Pls can you cover a detailed animation on SPT I'm a young Geotechnical Engineer from Nigeria 🇳🇬🙏🏿🙏🏿

this deserves a subscribe

Thanks

Thank you so much for the video

That was so helpful, thank you sir🙏🏻✨️

why do we use KN/m^2 instead of Kg/m^2 or tonn/m^2 ,Can someone give me a resonable answer ?

Thanks for that incredible but Please my problem is with how you got the limits

You're a great teacher. Keep making more civil engineering videos 🤍

wow, I can't believe I just discovered this channel hart hart

Why do we multiply by b?

i have seen 3 or 4 video...but here i have understood full concept....thanks lot....

Thank you

why at boundary pressure=0 instead of Pa, and why dp/dh is pg instead of -pg

why isit mg sin alpha instead of mg/sin alpha

hi i just wanna ask why is [Ek]=[m][u]^2 instead of 1/2 [m][u]^2

why only use summation of moment? it can't be solve using summation of Fy and Fx?

what is the difference between bulk modulus of water and the effective bulk modulus of water in elastic pipes and their relationships. thank you. it is an excellent channel.

Help me sir

Given the following quantities product density, acceleration due to gravity, volume,force. Find the different powers to which the quantities can be raised for their product to be dimensionless.

Thanks

😉

Thank you very much.

Super helpful video! Will be watching all other ones on this channel. Practicing for my exams and these are amazing