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
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
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