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Calculate design wind speed for a site in a city with basic wind speed of 50 m/s, risk coefficient =1, topography factor = 1, terrain is with closely spaced buildings and height of building (class A) = 15m.(a) 40 m/s(b) 48.5 m/s(c) 50 m/s(d) 52.5 m/sI had been asked this question at a job interview.I want to ask this question from Determination of Wind Loads & Load Combinations in division Structural Analysis, Loading and Load Combinations of Design of Steel Structures

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