Basics of Concrete Design Part 09 (Two way slabs) - Coefficients Method

This video is part of a simple concrete design course by Dr. Ahmad Saad. It goes over the basics of what students need to know about the two-way slabs design according to the ACI 318-14 using the Coefficients Method.

[@lazybadger3323]

Thank you so much sir. I had problems understanding the support conditions, but your video made it clear. I hope to support your channel any way possible.
Love from Bangladesh.

[@muhammadnauman3154]

very very nice sir, u explained in such a way that now i would like to study RCC

[@juliusromero1434]

thank you very much for the video.

[@mdmizanurmizanur5810]

just awesome 😃
Keep going ❤️

[@jebrilyusuf6058]

I love the way you teach me. you are so help full Dr. thank you sir!

[@learnandspreadknowledge2132]

very helpful with perfect explanation, sir share the pdf presentation please it is difficult to regularly pause the video to take notes.

[@structuralgeeks63]

thanks for the comment, here is a link to the course pdf:
drive.google.com/drive/folders/1pAsyJTKAWh1PyoEIIRdjHx5XSF7a7mVK?usp=sharing
Sorry for being late in my reply

[@nawfellayly4179]

THANK YOU VERY MUCH

[@belhouchetfouzi6452]

Thank you so much for the explanation and I would be very happy if you share the handout! thanks in advance Sir

[@structuralgeeks63]

thanks for the comment, here is a link to the course pdf:
drive.google.com/drive/folders/1pAsyJTKAWh1PyoEIIRdjHx5XSF7a7mVK?usp=sharing
Sorry for being late in my reply

[@miguelandaya2894]

Thanks!

[@structuralgeeks63]

you are welcome

[@khanyar5403]

Sir thanks but one question when it design at exterior panel Soo what condition is apply.

[@jadejosepalomar9878]

Finally

[@HanzotheSalamander.]

What chapter is coefficient method in ACI 318 - 14 ?

[@toufeeqsiddique7520]

Sir ,
Do you have concrete -2 course too?

[@waiyaraung1576]

can you share the spreadsheet for my reference? Thanks in advance, sir.

[@SavasPapasokratis]

what happens if the slab is on the ground?

[@albadr5157]

Is it permissible to use this method now?.
The new code does not mention this method or use it.

[@michaeladams2878]

I would like to see how you get No. 13 bars with such high moments!

[@structuralgeeks63]

if the capacity of the section is enough then it is ok to use No. 13 bars. The moments in our slabs here were not very high.

[@b8koy]

Structural geek