I have a question with the units regarding the Two-way shear. When I take the root of 20x10^3 KN/m^2 I obtain 141.42 which in the end does not give me your same results. But if I calculate the root of 20x10^6 N/M^2, I get 4472.13 that in turn gives me your exact results, so the question is, should the results be in Newtons not KN?
It is not an ACI equation, it is simply the workout of a second order equation where everything is given except the reinforcement (As or rho). The equation is explained in the first half of Part-5 of my basic concrete course (you can ignore the R-factor not to get confused), you may need to watch part-4 first as part-5 is based on it.. Here is the video for part-5: th-cam.com/video/TQwgYveGKLM/w-d-xo.htmlsi=7wemHq5kDaZYWTXZ
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Wow.. absolutely loved this class…thank you sir🫡
Just Awesome 😄😄
Keep Going ❤️❤️
Dear Dr, Thanks for your sharing!
Excellent!
Very clear! Thanks!!
Hello sir, thank you very much! This video really helped me understand the designing of footings. Is it possible to have a copy of that lesson?
I have a question with the units regarding the Two-way shear. When I take the root of 20x10^3 KN/m^2 I obtain 141.42 which in the end does not give me your same results. But if I calculate the root of 20x10^6 N/M^2, I get 4472.13 that in turn gives me your exact results, so the question is, should the results be in Newtons not KN?
How do we get the soil pressure if we have a uniaxial and biaxial load?
One of the best design videos thank you ❤
For punching shear I think increase a ( d ) thick of footing
How do I find the thickness if it is not given?
Anyone know where the rho required formula (at 52:46) is from? Can anyone point to it in the ACI?
It is not an ACI equation, it is simply the workout of a second order equation where everything is given except the reinforcement (As or rho).
The equation is explained in the first half of Part-5 of my basic concrete course (you can ignore the R-factor not to get confused), you may need to watch part-4 first as part-5 is based on it.. Here is the video for part-5: th-cam.com/video/TQwgYveGKLM/w-d-xo.htmlsi=7wemHq5kDaZYWTXZ
Thank you sir
Tanks you for your lecture. Is this design according to the Eurocodes? (EC7). Best Regards from Portugal.
Sorry for the late reply, It is according to the ACI code
Podrían generar subtítulos en español?
is this code is this ? ACi? canadian?
I am following the ACI-318 code
how to get Qnu ?
column ultimate load divided by the footing area.
Nice lecture easy to understand, btw are you an Arabic or Turkish? lol 12:20
i guess Arabic
thank you, Arabic :)
Teru neger new yemteseraw