How to avoid poor concrete construction by checking reinforcing bar spacing

[@balasubramanianr3423]

You are doing great service and your explanations are so absorbing and lucid. I have been trying to learn more about rcc design. I am a retired software enginee. I am keen to develop a multi unit apartment in the plot of land I inherited from my dad. By chance and my good luck I landed in your channel. Thanks for your great service to humanity. My best wishes to you

[@n00b1n8R]

I hadn't considered the internal bend radius of the stirrups. Thanks for the heads up!

[@BiPolarBear722]

@Tyler Ley. If I were your student and I had to do a project, I would test to see if there were any viable alternatives for column reinforcement without stirrups using GFRP. Want to DIY some reinforced columns with GFRP but Lowe’s doesn’t sell the related stirrups.

[@nestorreyes5253]

Thaks so much! so awesome!

[@hasanshirazi9535]

Another method to increase bar spacing is to use larger dia. bars. E.g. #8 bar has almost twice the area of #6 bars, so see whether you can replace 4#6 bars with 2#8 bars (usually it is OK due to rounding off during design) and get sufficient space between bars.

[@TreadingWander]

Hey Tyler, can you do a tank using the PCA method and ACI 350?

[@hamzamMR]

thanks Dr tyler

[@TylerLey]

Thank you Hamza!

[@albertraja4772]

so useful professor

[@rajeevkumarsam5499]

Sir please upload the lec of design of water tank .

[@manamimnm]

Thanks Sir,

[@TylerLey]

So glad you like it.

[@masmediamnt]

CONCRETE IS SEXY, The rebar said while it fitted arround it

[@alihamiad7849]

Nice nice nice

[@BiPolarBear722]

Comment.

[@johnfox6955]

concrete is sexy!