Slenderness ratio basics: The slenderness ratio λ of a column is defined as L_e / r. Under what condition would the slenderness ratio be zero?

Civil Engineering Steel Structure Design Difficulty: Easy
Choose an option
  • A
    When the effective length is zero (L_e = 0)
  • B
    When the effective length equals the radius of gyration (L_e = r)
  • C
    When the member is continuously supported on all sides throughout its length
  • D
    When measured only between points of zero bending moment
  • E
    When radius of gyration is zero

Answer

Correct Answer: When the effective length is zero (L_e = 0)

Explanation

Introduction / Context:Slenderness ratio λ = L_e / r is a key geometric parameter in column stability. It influences the buckling capacity and the applicability of Euler or inelastic buckling curves.

Given Data / Assumptions:

  • L_e is the effective length accounting for end restraints.
  • r is the radius of gyration about the buckling axis.

Concept / Approach:By definition, λ approaches zero only if the numerator L_e → 0, since r is positive for any real cross-section. Physically, L_e = 0 is a limiting conceptual case (e.g., an element of zero effective length), not realized in practice but useful to understand the mathematics.

Step-by-Step Solution:

Recall λ = L_e / r.Set λ = 0 ⇒ L_e must be 0 (r ≠ 0 for a real section).Hence the condition is L_e = 0.

Verification / Alternative check:Other conditions (e.g., L_e = r) give λ = 1, not zero; making supports “continuous” reduces L_e but not to zero in real structures.

Why Other Options Are Wrong:L_e = r yields λ = 1; “continuously supported” reduces but does not nullify L_e; “between points of zero moment” defines buckling curve but not λ = 0; r = 0 is non-physical for a finite cross-section.

Common Pitfalls:Confusing “very small slenderness” with “zero”; neglecting direction-specific r and end-restraint factors in effective length calculation.

Final Answer:When the effective length is zero (L_e = 0)

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