Strength of materials – Buckling: The slenderness ratio of a column is defined as the ratio of the effective length of the column to its least radius of gyration (l_e / k_min). Identify the correct definition.

Difficulty: Easy

Correct Answer: Length of column to least radius of gyration

Explanation:


Introduction / Context:
The slenderness ratio is a fundamental measure in column buckling used to judge whether a column will fail by crushing (short column) or by elastic buckling (long/medium column). A correct understanding of this ratio helps engineers select suitable design formulas such as Euler's or Rankine–Gordon.



Given Data / Assumptions:

  • The column has an effective length l_e determined by end conditions.
  • The least radius of gyration is k_min = sqrt(I_min / A), where I_min is the minimum second moment of area and A is the cross-sectional area.
  • Material is homogeneous and straight; initial imperfections are neglected for the definition.


Concept / Approach:
The slenderness ratio, commonly denoted by λ, compares geometric slenderness to sectional stiffness: λ = l_e / k_min. A larger λ indicates a more slender member and a higher propensity for elastic buckling at lower loads.



Step-by-Step Solution:

Identify effective length from end conditions (e.g., pinned–pinned l_e = l; fixed–free l_e = 2l).Compute k_min from the axis with the smallest I: k_min = sqrt(I_min / A).Form the ratio: slenderness ratio λ = l_e / k_min.Use λ to choose design criteria: low λ → crushing/yield; high λ → Euler buckling.


Verification / Alternative check:
Dimensional analysis: l_e has units of length and k_min has units of length, so λ is dimensionless, validating the ratio.



Why Other Options Are Wrong:

  • Area to k_min: incorrect dimensional form and not used in buckling criteria.
  • k_min to area: also dimensionally inconsistent with a pure ratio used in codes.
  • k_min to length: reciprocal of the correct ratio and not standard.


Common Pitfalls:
Using the radius of gyration about the wrong axis; always use the least (weak) axis value to capture the critical buckling mode.



Final Answer:
Length of column to least radius of gyration

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