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Video Description : ✅Steel calculation for column

📌Is 456:2000
Maximum - 6%
Minimum - 0.8%

📌Maximum Area of R/f
Column Size: 300 x 300
Maximum Reimbursement Area
: 6% x 300 x 300 = 5400mm^2

📌Minimum Area of R/f
Column Size: 300 x 300
Minimum Reinforcement Area
: 0.8% x 300 x 300 = 720mm^2

📌No. Of Reinforcement
Considering 16mm dia.
No.Of Bar = (Area Of Steel / Area Of 1 Bar)
= (720/((π/4) x 16^2)
= 3.5809
=4

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