How to Calculate Cutting Length of Circular Ties (Links) in Columns
Calculating the cutting length of rectangular column ties (also known as stirrups or lateral ties) is important in reinforcement estimation. These are placed around the main vertical bars to keep them in place and to protect the column from bending or breaking.
This following article will show you how to do it step by step with an example
Size of Column = 300 x 230 mm
Concrete cover = 25 mm (each side) – Clear cover to reinforcement
Diameter of Ties / Stirrups (d) = 8 mm – Size of the tie bar
Hook length = 9d
For 45° bend = 1 x d
For 90° bend = 2 x d
For 135° Bend = 3 x d
For 180° bend = 4 x d
Cutting Length = Total length of Ties / Stirrups + Hook Length – Bend Length
Length (L) = 300 mm – 2 × 25 mm = 250 mm → 0.275 m
Breadth (B) = 230 mm – 2 × 25 mm = 180 mm → 0.205 m
so, 9 x 8 = 72 mm
Total 2 hooks per tie. so, 72 x 2 = 144 mm → 0.144 m
Bend Length = 2d = 2 x 8 =16 mm
Total 4 bends = 4 *16= 64 mm → 0.064m
Cutting Length = Total length of Ties / Stirrups + Hook Length – Bend Length
Cutting Length for rectangular Ties or Stirrups = 860 + 144 – 64 = 940 mm → 0.94 m
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