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Question

The minimum clear cover (in mm) for the main reinforcement (16 mm diameter bars) in the column, according to IS: 456 – 2000 is:

The correct answer is

40

Understanding Minimum Clear Cover in Concrete Columns (IS: 456-2000)

The minimum clear cover is the distance between the outer face of the concrete member and the outermost reinforcement bar (including links or ties). This cover is crucial for protecting the steel reinforcement from corrosion, providing fire resistance, and ensuring proper bond between steel and concrete.

According to the Indian Standard code for plain and reinforced concrete, IS: 456 – 2000, specific minimum clear covers are prescribed for different structural elements and exposure conditions. For columns, the minimum clear cover requirements are detailed in Clause 26.4.2.2 of the code.

IS: 456-2000 Provisions for Minimum Clear Cover in Columns

Clause 26.4.2.2 of IS: 456 – 2000 states the following:

  • The minimum clear cover for longitudinal reinforcement in a column should be 40 mm.
  • However, if the diameter of the longitudinal bar is greater than 40 mm, the minimum cover should not be less than the diameter of the bar.
  • An exception exists for columns with a minimum dimension of 200 mm or less. For such columns, if the longitudinal reinforcement consists of bars of 12 mm diameter or smaller, the cover can be reduced to 25 mm.

Applying the Code to the Given Problem

The question specifies the main reinforcement bars in the column have a diameter of 16 mm.

Let's analyze this based on the IS: 456 – 2000 provisions:

  1. The general rule for minimum cover in columns is 40 mm.
  2. The diameter of the main reinforcement bar is 16 mm.
  3. Is the bar diameter (16 mm) greater than the standard cover (40 mm)? No, 16 mm is not greater than 40 mm. So the rule "cover ≥ bar diameter if bar diameter > 40mm" doesn't change the requirement from 40 mm in this case.
  4. Does the exception for small columns apply? The question doesn't specify the column dimensions, but it specifies 16 mm diameter bars. The exception for reducing cover to 25 mm only applies if the column dimension is 200 mm or less AND the bar diameter is 12 mm or smaller. Since the bar diameter is 16 mm (which is greater than 12 mm), this exception does not apply, regardless of the column size.

Therefore, the standard minimum clear cover of 40 mm applies in this case. The minimum clear cover must be the greater of 40 mm or the bar diameter, but only if the bar diameter exceeds 40 mm. Since the bar diameter (16 mm) is less than 40 mm, the minimum cover remains 40 mm.

Minimum cover required = $\max(40 \text{ mm}, \text{bar diameter})$. However, the condition is that if bar diameter > 40mm, then cover ≥ bar diameter. In this case, bar diameter $= 16 \text{ mm}$. Since $16 \text{ mm} \le 40 \text{ mm}$, the general rule applies. Minimum clear cover $= 40 \text{ mm}$.

Condition Minimum Clear Cover
General rule for columns 40 mm
If longitudinal bar diameter > 40 mm Not less than bar diameter
Column dimension ≤ 200 mm AND bar diameter ≤ 12 mm 25 mm (exception)

Given 16 mm diameter bars, the general rule of 40 mm minimum cover applies. The exception for 25 mm cover is not applicable because the bar diameter (16 mm) is greater than 12 mm.

Thus, the minimum clear cover required for 16 mm diameter main reinforcement in the column, as per IS: 456 – 2000, is 40 mm.

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Important Questions from Columns

  1. The slenderness ratio of a column, which indicates its susceptibility to buckling, is calculated by dividing its effective length by its:
  2. Effective length of a column is the length between the points of

  3. A structural column characterized by a high slenderness ratio is primarily susceptible to what mode of failure under axial compressive loading?
  4. Which structural member is primarily designed to resist loads perpendicular to its longitudinal axis, causing bending moments and shear forces?

  5. For a column of length (L) and flexural rigidity (EI) which has one end fixed and other end free, the expression for critical load is given as -

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