Problem 4.21
Question
PartNDS Table 2.3.2 Load Duration CD Typical Design Loads e. dead load permanent 0.9 dead load c. floor live load ten years 1.0 occupancy live load a. snow two months 1.15 snow load d. roof live load seven days 1.25 construction load b. wind ten minutes 1.6 wind/earthquake load impact 2.0 impact load