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What is the maximum effective slenderness ratio for members always in tension?

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in Design of Steel Structures by (962k points)
What is the maximum effective slenderness ratio for members always in tension?

(a) 400

(b) 200

(c) 350

(d) 150

The question was asked in an online interview.

My question is from Modes of Failure, Slenderness Ratio and displacement topic in portion Design of Tension Members of Design of Steel Structures

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The correct answer is (a) 400

To elaborate: The maximum effective slenderness ratio for members always in tension other than pre-tensioned members is 400.

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