Problem 2.10

 

 

Snow Loads

 

given design load = S = pf = 25 psf  (no reduction)

 

wS = S * (tributary width)

subpurlin:  wS = 50 lb/ft
purlin:  wS = 200 lb/ft
glulam:  wS = 500 lb/ft

 

PS = S * (tributary area)

column:  PS = 25 kip