Langford Analytic · Knowledge Base

Effective-Length Reference

Reference for effective length factors, rotational and translational restraint, and the relationship between end fixity and buckling load.

Buckling & Stability5 min read
bucklingreferenceeffective lengthend conditionsK factor

Definition

The effective length L_e = K * L is the length of an equivalent pinned-pinned column that has the same buckling load as the actual column with its actual end conditions. The effective length factor K accounts for the rotational and translational restraint at the column ends.

Theoretical K values

End conditionK (theoretical)
Pinned-pinned1.0
Fixed-pinned0.707
Fixed-fixed0.5
Fixed-free (cantilever)2.0
Pinned-pinned with lateral translation1.0
Fixed-fixed with lateral translation1.0
Fixed-free with lateral translation2.0

Practical K values

In practice, idealised fixed conditions are rarely achieved. Partial rotational restraint gives K values between the theoretical fixed and pinned values. Recommended design values are typically more conservative than theoretical values. When end restraint is uncertain, use K = 1.0 as a conservative default.

Effect on buckling load

P_cr proportional to 1 / K^2

Halving K (from 1.0 to 0.5) quadruples the buckling load.
Doubling K (from 1.0 to 2.0) quarters the buckling load.

Different end conditions about each axis

For sections with different end restraints about the two principal axes (e.g. braced about one axis but not the other), compute L_e/r for each axis separately. The larger slenderness ratio governs.

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