Basics of Concrete Design Part 11 (Footings Design)

[@atanuhazarika3379]

Wow.. absolutely loved this class…thank you sir🫡

[@mdmizanurmizanur5810]

Just Awesome 😄😄 Keep Going ❤️❤️

[@sothattheng8624]

Dear Dr, Thanks for your sharing!

[@preexclamation]

Very clear! Thanks!!

[@charlesredhead1771]

Excellent!

[@heyyou6547]

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?

[@Cosmos-lw5jz]

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?

[@solwater]

One of the best design videos thank you ❤

[@gnidnoeled786]

How do we get the soil pressure if we have a uniaxial and biaxial load?

[@MHABSKh]

How do I find the thickness if it is not given?

[@ahmadrajab3497]

For punching shear I think increase a ( d ) thick of footing

[@robertmoorhead7871]

Thank you sir

[@jorgealfredocarvalho]

Tanks you for your lecture. Is this design according to the Eurocodes? (EC7). Best Regards from Portugal.

[@structuralgeeks63]

Sorry for the late reply, It is according to the ACI code

[@r.d.bernard15]

Anyone know where the rho required formula (at 52:46) is from? Can anyone point to it in the ACI?

[@structuralgeeks63]

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: kzbin.info/www/bejne/ioLamIysmqx-gq8si=7wemHq5kDaZYWTXZ

[@ismaelgutierrez7098]

Podrían generar subtítulos en español?

[@spedking789]

is this code is this ? ACi? canadian?

[@structuralgeeks63]

I am following the ACI-318 code

[@ikanikan1543]

how to get Qnu ?

[@structuralgeeks63]

column ultimate load divided by the footing area.

[@abdulrahimly5191]

Nice lecture easy to understand, btw are you an Arabic or Turkish? lol 12:20

[@dennythomasmulavana8694]

i guess Arabic

[@structuralgeeks63]

thank you, Arabic :)

[@kasmasmidia3294]

Teru neger new yemteseraw