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

A Simply Supported Beam Reinforcement is beam which is supported at its both ends.Typical practical applications of simply supported beams includes bridges, beams in buildings, and beds of machine tools.
Subscribe the channel for more videos
/ @druk-engineer
#simplysupportedbeam
#beam
#beamanimation
#3danimation
#column
#columnanimation
#columnconstruction
#buildingdesign

[@faisalfulad1874]

Liked❤

[@goallegend2k23]

Great. Keep it up

[@manoj46507]

Awesome

[@abdurrahim3605]

Thanks a lot

[@harrinsonjavieraragonlanza6713]

Verygood

[@rajveermittru1909]

Very good brother. Keep it up..

[@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

[@shadabalamalamkhan3534]

Ok

[@visano.]

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

[@thealbert6s]

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

[@harrinsonjavieraragonlanza6713]

Hay medidas estándares para altura de un segundo piso

[@aieedabood6295]

Can i know which animation software you use?

[@Gary-pogi]

Drunk Engineer, no extra bar in tension zone?

[@skillhnter1303]

its a fixed beam

[@user-qy1zq9vf6b]

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

[@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
ua-cam.com/video/IDpP6sXQFCE/v-deo.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

[@user-oz7zv3bc4u]

Varför inga sjuvningsjärn?

[@user-oz7zv3bc4u]

Varför inga sjuvningsjärn?