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What is the maximum vertical deflection for a cantilever member in other buildings (other than industrial buildings) subjected to live load and elements not susceptible to cracking?

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in Design of Steel Structures by (962k points)
What is the maximum vertical deflection for a cantilever member in other buildings (other than industrial buildings) subjected to live load and elements not susceptible to cracking?

(a) span/150

(b) span/180

(c) span/300

(d) span/100

This question was addressed to me during an online exam.

The doubt is from Deflection & Holes in Beams in division Design of Beams of Design of Steel Structures

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The correct answer is (a) span/150

Best explanation: The maximum vertical deflection for a cantilever member in other buildings (other than industrial buildings) subjected to live load and elements not susceptible to cracking is span/150 and for elements susceptible to cracking is span/180.

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