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Effective length of compression flanges at the ends unrestrained against lateral buckling is

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in Design of Steel Structures by (962k points)
Effective length of compression flanges at the ends unrestrained against lateral buckling is

(a) 1.5 L

(b) 0.85 L

(c) 0.5 L

(d) L

This question was posed to me during an interview.

The query is from Factors affecting Lateral Stability topic in division Design of Beams of Design of Steel Structures

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Right answer is (d) L

Easy explanation: Effective length of compression flanges at the ends unrestrained against lateral buckling (i.e. free to rotate in plan) is L, where L is length of span.

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