bar bending schedule calculation for column
mm = 192mm per hook (assuming one at each end) Total length per bar: ``` = 3000 + 800 + 640 + 2 × 192 = 3000 + 800 + 640 + 384 = 4824 mm ``` Round up to 4.85 meters for procurement. b. Stirrups: Perimeter: ``` = 2 × (300 + 300) = 120