Question:medium

Maximum longitudinal reinforcement in columns shall not exceed ____

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IS 456 limits for longitudinal reinforcement: \[ \boxed{ \begin{aligned} \text{Minimum} &=0.8\% \text{ of gross area}\\ \text{Maximum} &=6\% \text{ of gross area} \end{aligned} } \] (Practically, about \(4\%\) is preferred to avoid congestion.)
Updated On: Jul 23, 2026
  • \(6\%\) of effective sectional area
  • \(4\%\) of gross sectional area
  • \(6\%\) of gross sectional area
  • \(4\%\) of effective sectional area
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The Correct Option is C

Solution and Explanation

Step 1: recall why IS 456 places a cap on longitudinal steel at all.
Too much longitudinal steel packed into a column section makes it very hard to place and compact concrete properly around the bars, so the code fixes both a lower and an upper limit for practical reinforcement detailing.
Step 2: recall the exact limits from clause 26.5.3.1 of IS 456.
The minimum longitudinal steel is fixed at $0.8\%$ and the maximum is fixed at $6\%$, and both these percentages are always expressed as a fraction of the gross cross sectional area of the column, not the effective or net concrete area.
Step 3: match this to the given options.
This rules out any option based on effective sectional area or a $4\%$ figure.
\[ \boxed{6\% \text{ of gross sectional area (option C)}} \]
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