Structural framing diagram displaying distributed design loads including superimposed dead load at 0.330 kips per foot, roof live load at 0.12 kips per foot, positive wind load at 0.096 kips per foot, and snow load values ranging from 0.144 to 0.363 kips per foot over a twelve foot span. Negative wind loads are indicated at minus 0.165 and minus 0.202 kips per foot. Additional superimposed dead loads of 0.06 kips per foot are applied at specific framing zones.
SDL= 0.330 k/ft Lr= 0.12 k/ft W(+)= 0.096 k/ft S= 0.144 k/FT W(-)=-0.165 k/ft SDL= 0.06 k/ft Lr= 0.12 k/ft W(+)= 0.096 k/ft S= 0.363 k/FT W(-)=-0.202 k/ft 12' - 0" SDL= 0.330 k/ft
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