What is the maximum vertical deflection in other buildings (other than industrial buildings)for floor subjected to live load and elements not susceptible to cracking?
(a) span/150
(b) span/180
(c) span/300
(d) span/100
The question was asked by my college director while I was bunking the class.
Origin of the question is Deflection & Holes in Beams in section Design of Beams of Design of Steel Structures