Effective length of compression members: A column of length L is held in position (no translation) at both ends but is not restrained against rotation at either end. What is its effective length for buckling calculations?

Civil Engineering Steel Structure Design Difficulty: Easy
Choose an option
  • A
    L
  • B
    0.67 L
  • C
    0.85 L
  • D
    1.5 L
  • E
    2 L

Answer

Correct Answer: L

Explanation

Introduction / Context:The effective length of a compression member models end restraints for Euler buckling. Different end conditions translate into different effective length factors K, which multiply the physical length L to give the column's buckling length K*L.

Given Data / Assumptions:

  • Both ends held in position (no lateral translation).
  • No rotational restraint: ends are free to rotate (pinned).
  • Prismatic member, elastic buckling idealization.

Concept / Approach:

Classical end condition — pinned–pinned: both ends prevent translation but allow rotation. The effective length factor K for this case is 1.0, so the effective length equals the actual length.

Step-by-Step Solution:

Identify end conditions: no translation, free rotation at both ends.Select K corresponding to pinned–pinned: K = 1.0.Compute effective length = K * L = 1.0 * L = L.

Verification / Alternative check:

Euler buckling tables list K = 1.0 for pinned–pinned, K ≈ 0.7 for fixed–fixed, K ≈ 2.0 for fixed–free (cantilever), etc. Our case matches K = 1.0.

Why Other Options Are Wrong:

  • 0.67 L, 0.85 L: represent stiffer end restraints (partial or full fixity).
  • 1.5 L, 2 L: represent weaker restraint or cantilever conditions.

Common Pitfalls:

  • Confusing “held in position” (no sway) with “fixed” (no rotation).
  • Using incorrect K values, leading to unconservative capacity estimates.

Final Answer:

L.

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