Simply Supported Beam Reinforcement || 3D Beam Animation ||| RCC Structure

[@goallegend2k23]

Great. Keep it up

[@abdurrahim3605]

Thanks a lot

[@visano.]

Is'nt that fixed beam? If not whats the main key difference

[@manoj46507]

Awesome

[@jperianroshan4936]

If the beam is simply supported, then why did you provide the extra bar at support?
Simply supported beam has the maximum moment at middle and no moment at support.

[@Gary-pogi]

Negative bending moment at support.

[@jperianroshan4936]

@@Gary-pogi simply supported beam has not negative bending moment.

[@skillhnter1303]

in this animation concrete poured on both ends with columns so its fixed beam. Title is wrong@@jperianroshan4936

[@ibn_al-basra]

It is fixed supported beam not simply s b

[@jperianroshan4936]

@@ibn_al-basra then why did they put a simply supported beam as title ?

[@faisalfulad1874]

Liked❤

[@rajveermittru1909]

Very good brother. Keep it up..

[@leopc744]

Genial 😮

[@harrinsonjavieraragonlanza6713]

Verygood

[@thealbert6s]

Bro, may I know what animation software did you use? Thanks.

[@aieedabood6295]

Can i know which animation software you use?

[@taemoorhassan486]

How you inserted the column ties at 1:11 ? It is not practical.

[@drukengineer]

There are two different ties , a normal and a confining ties
I have show in below link u can watch there
th-cam.com/video/IDpP6sXQFCE/w-d-xo.htmlsi=SqSAcsEc7hkgIzvY

[@taemoorhassan486]

Yes. But column ties would have to be inserted before binding beam steel. Otherwise ties won't pass down as shown.

[@drukengineer]

Oh yes you are right thankyou for information. I have done that to increase clarity of beam steel at the end (joint).

[@SaurabhKumar-kr2rs]

@@drukengineer animation software name

[@skillhnter1303]

its a fixed beam

[@ليث-ك4د9ح]

I wish if you provided us with what code you had used.

[@drukengineer]

We use Indian Standard Codes (IS Codes), IS 456:2000 for design of Plain and Reinforced Concrete

[@harrinsonjavieraragonlanza6713]

Hay medidas estándares para altura de un segundo piso

[@Gary-pogi]

Drunk Engineer, no extra bar in tension zone?

[@AndersEkefjärd]

Varför inga sjuvningsjärn?

[@RegistroDominio-v5d]

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[@shadabalamalamkhan3534]

Ok

[@AndersEkefjärd]

Varför inga sjuvningsjärn?