ea m riddee bean B 2 B3 3 37 Qestiew uwhatis the waht ow F2

ea m riddee bean B 2 B3 3 37 Qestiew: uwhatis the waht ow F2 thnt: Stout uith fall roof lead snow avd brina these lcools down odd do . cer loads and drive down to FI,E2F3 «Total Factored had! 3 2

Solution

total area of the floor = 2x(15*20) = 600 ft ²

total dead load = 15*600= 9000 lb

total live load = 40*600=24000 lb

total factored load = 1.5*24000 +1.25*9000 =47250 lb

lead 10% of this load is self weight of foundation

total load is 1.1*47250 =51975 lb

load on each foundation =51975/4 =12994 lb

foundation area required

load/ bearing capacity = 12994/1500 =8.6625 ft² = 3 ft x 3 ft foundation

thanks