Great video! I couldn't see where you came up with the rho req. formula used to calculate the As required. Can you help me know where you got this formula?
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
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
Wow.. absolutely loved this class…thank you sir🫡
Dear Dr, Thanks for your sharing!
Just Awesome 😄😄
Keep Going ❤️❤️
Very clear! Thanks!!
For punching shear I think increase a ( d ) thick of footing
Thank you sir
One of the best design videos thank you ❤
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?
Great video! I couldn't see where you came up with the rho req. formula used to calculate the As required. Can you help me know where you got this formula?
ACI manual, I think
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
How do I find the thickness if it is not given?
How do we get the soil pressure if we have a uniaxial and biaxial load?
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?
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?
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
is this code is this ? ACi? canadian?
I am following the ACI-318 code
Nice lecture easy to understand, btw are you an Arabic or Turkish? lol 12:20
i guess Arabic
thank you, Arabic :)
how to get Qnu ?
column ultimate load divided by the footing area.
Teru neger new yemteseraw