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Home›IS Codes›IS 13920:2016›Clauses›Cl. 7.2
IS 13920:2016 — Ductile Design and Detailing of Reinforced Concret…
IS 13920:2016 — Clause 7.2

Transverse Reinforcement in Columns

Clause 7.2 defines the transverse reinforcement requirements for columns in ductile frames. Special confining reinforcement is required over a length lo from each joint face and on both sides of any section where flexural yielding may occur. The length lo is the largest of: the column lateral dimension, 1/6 of the clear height, or 450 mm. Within the lo zone, the spacing of hoops must not exceed the minimum of B/4 (where B is the minimum column dimension) and 75 mm.

Key Requirements

  • •Transverse reinforcement shall consist of closed-loop hoops with 135° hooks
  • •Special confining reinforcement shall be provided over a length lo from each joint face, where lo is the largest of: (a) column lateral dimension at the section, (b) 1/6 of clear column height, (c) 450 mm
  • •Maximum spacing of hoops in the lo zone shall not exceed the minimum of B/4 and 75 mm, where B is the minimum column dimension
  • •Outside the lo zone, spacing of hoops shall not exceed the minimum of: (a) half the least lateral dimension, (b) 8 × smallest longitudinal bar diameter, (c) 300 mm
  • •When a column terminates into a footing or mat, special confining reinforcement shall extend at least 300 mm into the footing
  • •Lap splices in columns shall be provided only in the central half of the member length
  • •At lap splice locations, hoop spacing shall not exceed the minimum of B/4 and 100 mm

Reference Tables

Column Hoop Spacing — Confining Zone vs Mid-Height
Column Size (mm)B/4 (mm)Hoop Spacing in lo Zone (mm)Hoop Spacing Outside lo (mm)
300 × 3007575150
300 × 4507575150
300 × 6007575150
400 × 40010075200
450 × 45011275225
600 × 60015075300
In the lo zone, the 75 mm cap almost always governs for columns up to 300 mm. For larger columns, B/4 may be less than 75 mm only if B < 300 mm (not permitted for most seismic buildings).

Formulas

lo = max(D, Hclear/6, 450)
Length of special confining reinforcement zone at each end of the column
lo = Length of confining zone in mmD = Larger lateral dimension of the column in mmHclear = Clear height of the column in mm

Practical Notes

✓For a typical 300 mm column with 3 m clear height: lo = max(300, 3000/6, 450) = 500 mm. So confining hoops extend 500 mm from each joint face.
✓The 75 mm maximum spacing in the lo zone is very tight — it means 6–7 hoops per 500 mm zone. Ensure this is shown clearly in drawings and BBS.
✓At lap splices (central half only), the spacing tightens further to min(B/4, 100 mm). This creates a very dense cage that is difficult to pour — use self-compacting concrete or ensure adequate vibrator access.

Common Mistakes

⚠Not extending confining reinforcement 300 mm into footings — the column-footing junction is a critical zone that is often under-reinforced.
⚠Placing lap splices near the top or bottom of the column (within the lo zone) instead of in the central half of the clear height.
⚠Using the mid-height hoop spacing throughout the column instead of the tighter lo zone spacing near joints.

Frequently Asked Questions

Related Resources

Cl. 7.1Cl. 7.3Cl. 8.1Cl. 6.3Stirrup & Tie Spacing RulesReinforcement Limits & Detailing RulesRcc DesignBbs
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Cl. 7.1
General Requirements for Columns
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Cl. 7.3
Special Confining Reinforcement
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