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Ductile detailing of columns, confining steel

Short answer

Columns need min dimension 200 mm, longitudinal steel 0.8-4%, and special confining hoops over length lo = max(larger dimension, h/6, 450 mm) at each end. Hoop spacing in this zone: not less than 75 mm and not more than min(bmin/4, 100 mm); closed hoops with 135-degree hooks, 8 mm minimum diameter.

Write the provisions of ductile detailing of column / special confining reinforcement for ductile detailing of column with neat sketches.

Columns must stay stable while the beams yield, so IS 13920 asks for good confinement at the column ends, where plastic hinges can form.

General requirements

  • Minimum dimension 200 mm (300 mm if the unsupported length exceeds 4 m or the beam span exceeds 5 m); b/D≥0.4b/D \ge 0.4.
  • Longitudinal steel 0.8% to 4% (IS 13920; IS 456 allows up to 6%, but 4% is the practical limit for ductile columns). Lap splices only in the central half of the column height, designed as tension splices, with hoop spacing ≤150\le 150 mm over the lap; not more than 50% of the bars spliced at one section.

Special confining reinforcement

  • Provided over a length lol_o at both ends of each column, measured from the joint face, where lo≥l_o \ge the largest of: the larger lateral dimension, h/6h/6 (clear height) and 450 mm.
  • Hoop spacing in this zone: s≤14bmins \le \tfrac14 b_{min}, but not less than 75 mm and not more than 100 mm.
  • Hoops are closed with 135∘135^\circ hooks, tail ≥6ϕ\ge 6\phi (not less than 65 mm). Minimum diameter 8 mm (10 mm for bars over 32 mm).
  • Area of the hoop bar for a rectangular hoop:
Ash=0.18 s h fckfy(AgAk−1)A_{sh} = 0.18\, s\, h \,\frac{f_{ck}}{f_y}\left(\frac{A_g}{A_k} - 1\right)

where AshA_{sh} is the cross-sectional area of the hoop bar, hh is the longer dimension of the rectangular confining hoop measured to its outer face (not more than 300 mm), AgA_g is the gross area and AkA_k is the area of the confined core measured to the outside of the hoops. For circular spirals, Ash=0.09 s Dkfckfy(AgAk−1)A_{sh} = 0.09\, s\, D_k \frac{f_{ck}}{f_y}\left(\frac{A_g}{A_k}-1\right).

  • Where a column supports a discontinued stiff member (such as a wall), the confining steel runs over the full height of the column.
  • Outside lol_o the spacing follows IS 456 (not more than the least lateral dimension, 16ϕ16\phi or 300 mm).
   Joint ---------------
     ^     | # # # # # |  s = 75-100 mm
     | lo  | # # # # # |  (closely spaced hoops)
     v     | # # # # # |
   ------- |#  #  #  # |  
     h-2lo | #    #    |  normal spacing (IS 456)
   ------- | # # # # # |  close spacing again

✓ Answer checked by Claude Opus 5.5 (high effort)

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