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What is the maximum vertical deflection in industrial building for purlins and girts subjected to live load/wind load for elastic cladding?

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What is the maximum vertical deflection in industrial building for purlins and girts subjected to live load/wind load for elastic cladding?

(a) span/150

(b) span/180

(c) span/250

(d) span/100

This question was posed to me by my college professor while I was bunking the class.

Query is from Deflection & Holes in Beams topic in division Design of Beams of Design of Steel Structures

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The correct answer is (a) span/150

The best explanation: The maximum deflection in industrial building for purlins and girts subjected to live load/wind load for elastic cladding is span/150 and for brittle cladding is span/180.

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