How column reduction is done correctly with Joggle? | Site Example

[@EverythingCivil]

IMPORTANT WHICH YOU NEED TO KNOW
Root Casue : It was found that contractor has forgot to bend the steel before installing the beam side therefore he was unable to adjust the joggle as per drawing.
Preventive Action: Always ensure when there is column reduction, get the steel aligned before installing the beam sides.

[@rayansawant8288]

This channel always come up with unique and important concepts!!!

[@Nigurodipati]

Perfectly explain thanks

[@yuvarajyuvi2261]

Please make the more videos about the practical issues like this sir,
It will be very useful to overcome the difficulties

[@EverythingCivil]

Yes sir.

[@s.kumaraswamys.kumaraswamy8214]

Thank you very much for your detailed explanation

[@EverythingCivil]

You are welcome.

[@sarthakmohapatra3738]

Excellent video sir. thnx a lot

[@hz8200]

Thanks for knowledge sir...to fir sahi Kaise Kiya Apne sir?

[@amolnirwan3945]

Very good

[@aftabshah9120]

Excellent video 👍👍👍

[@aminulshahan2821]

good job

[@ShahidKhan-wh8vu]

Explanation 🔥

[@EverythingCivil]

Thanks for watching 👍

[@muzammilmarediya]

Awesome bro

[@shravanmaurya3208]

Could u please, tell us joggle criteria as per IS code 456:2000 or on which basis we decide limiting value of slope of joggle

[@badalgallery]

Nice

[@syaketyadav6310]

Only in one direction not in other directions?

[@arjunrana2086]

For 1 mm horizontance 6 mm vertical requrie so for 100 mm horizontal 600 mm verical required
So why you telling 625mm daubt ????

[@EverythingCivil]

What's ur concern?

[@DagnachewDemisew-fs5un]

English pls