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

[@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

[@SantoshBharathyV]

@@structuralgeeks63 thanks sir

[@jebrilyusuf6058]

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

[@mdmizanurmizanur5810]

just awesome 😃 Keep going ❤️

[@juliusromero1434]

thank you very much for the video.

[@nawfellayly4179]

THANK YOU VERY MUCH

[@toufeeqsiddique7520]

Sir , Do you have concrete -2 course too?

[@khanyar5403]

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

[@albadr5157]

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

[@waiyaraung1576]

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

Please explain where the Rho required came from?? The Formula I mean, and also what value to be used in Mu-max in every direction?

[@structuralgeeks63]

Hello Jedar, the rho req. formula is explained in previous videos on flexural (bending) analysis and design. Please check those videos in my channel and you shall find the required details. For Mu-max, I am not sure what your question means. We normally use the higher Mu in each direction for the design of the reinforcement of that direction.

[@jadejosepalomar9878]

Finally

[@Hezekiah7777zjckfka]

What chapter is coefficient method in ACI 318 - 14 ?

[@miguelandaya2894]

Thanks!

[@structuralgeeks63]

you are welcome

[@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

[@SavasPapasokratis]

what happens if the slab is on the ground?

[@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