What is the maximum vertical deflection in other buildings (other than industrial buildings) for floor subjected to live load and elements susceptible to cracking?
(a) span/150
(b) span/360
(c) span/300
(d) span/100
This question was posed to me in a job interview.
This intriguing question originated from Deflection & Holes in Beams in chapter Design of Beams of Design of Steel Structures