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What is the maximum effective slenderness ratio for a member normally acting as a tie in roof truss or a bracing member?

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What is the maximum effective slenderness ratio for a member normally acting as a tie in roof truss or a bracing member?

(a) 180

(b) 200

(c) 350

(d) 400

This question was addressed to me in my homework.

My doubt stems from Modes of Failure, Slenderness Ratio and displacement in chapter Design of Tension Members of Design of Steel Structures

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Right option is (c) 350

Explanation: The maximum effective slenderness ratio for a member normally acting as a tie in roof truss or a bracing member, which is not considered when subject to stress reversal resulting from action of wind or earthquake forces is 350.

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