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Question

The maximum spacing of spiral tie is ____ mm.

The correct answer is

75

Understanding Maximum Spacing of Spiral Ties in Concrete Columns

Spiral ties, also known as spiral reinforcement, are used in concrete columns, especially circular columns, to provide confinement to the concrete core and longitudinal reinforcement. This confinement significantly increases the column's ductility and load-carrying capacity, particularly under seismic loading.

The spacing or pitch of these spiral ties is crucial for their effectiveness. Building codes, like IS 456:2000 in India, specify limits on the maximum and minimum spacing to ensure proper performance.

Code Provisions for Maximum Pitch (Spacing) of Spiral Ties

According to IS 456:2000, Clause 39.4, the pitch (spacing) of the spiral reinforcement shall satisfy the following conditions:

  • The pitch shall not be more than 75 mm.
  • The pitch shall not be more than one-sixth of the core diameter of the column.

Therefore, the maximum spacing allowed is the minimum of these two values. However, when asked for the maximum spacing in general without knowing the core diameter, one of the absolute upper limits is 75 mm.

Considering the options provided:

  • Option 1: 75 mm
  • Option 2: 200 mm
  • Option 3: 300 mm
  • Option 4: 450 mm

Out of the given options, 75 mm is the value that corresponds to one of the upper limits specified by the code for the maximum spacing of spiral ties.

Any spacing greater than 75 mm would violate the code provision regardless of the core diameter (unless the core diameter is less than or equal to \(6 \times 75 = 450\) mm, in which case the 75 mm limit governs anyway if the core diameter is large). Therefore, the maximum spacing, based on the options and code limits, is 75 mm.

Conclusion

The maximum spacing of spiral tie is restricted by code provisions to ensure adequate confinement. One of the critical limits for this spacing (pitch) is 75 mm.

Hence, the maximum spacing of spiral tie is 75 mm, considering the standard code provisions and the given options.

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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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