How column reduction is done correctly with Joggle? | Site Example
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- čas přidán 23. 08. 2024
- Hello friends,
Today found a big mistake happened during slab steel binding. Due to column reduction on floor some column bars were very badly placed which is very harmful from durability point of view.
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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.
This channel always come up with unique and important concepts!!!
Perfectly explain thanks
Please make the more videos about the practical issues like this sir,
It will be very useful to overcome the difficulties
Yes sir.
Thank you very much for your detailed explanation
You are welcome.
Excellent video sir. thnx a lot
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
Thanks for knowledge sir...to fir sahi Kaise Kiya Apne sir?
Excellent video 👍👍👍
Explanation 🔥
Thanks for watching 👍
good job
Awesome bro
Only in one direction not in other directions?
Nice
For 1 mm horizontance 6 mm vertical requrie so for 100 mm horizontal 600 mm verical required
So why you telling 625mm daubt ????
What's ur concern?
English pls