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<br />Member located <br />Interior area <br />E::ave and ridge <br />Overhang area <br />Wind uplift at <br /> <br />in interior zone: lributary <br />Coefficie11t ~- ~1.5 <br />areas: Coefficir'llt '-1.6 <br />: Coefficient cc n-1.[:'J!", <br />bea ring ,= (3,):3 pou nels <br /> <br />area <br /> <br />6 /12, Overhang 1.33 ft. <br />:= 213.8696 square feet <br />Pressure:= -31.5 psf <br />Pressure := -33.601 psf <br />Pressure := -32.55 psf <br /> <br />Member 5 --Span 25.33 ft., Spacing 24 in., Slope <br /> <br />Member 6 --Span 25.33 <br />Member located in end <br />Interio)- a)'ea <br />Eave and ridge <br />Oved,ang area <br />lHnd uplift at <br /> <br />ft., ~pacing 24 in., Slope 6 /12, Overhang 1.33 ft. <br />zune: lributa)"y area := 213.8696 square feet <br />Coefficient - -2.2 Pressure := -46.2 psf <br />areas: Coefficient - 2.2 Pressure := -46.2 psf <br />Coefficient -" -1.6 Pressure := -33.601 psf <br />bear i ng -== 1128 pc,u neb <br /> <br />Member 7 --Span 10 ft., Spacino ?4 in., Slope 6 /12, Overhang 1.33 ft. <br />Member located in interior zone: rributary area := 33.33333 square feet <br />Interior area Coefficient := -2.2 Pressure := -46.2 psf <br />Eave and ridge areas: Coefficient = -~2"2 Pressure = -46.2 psf <br />Overhang area : Coefficient --,1.736 Pressure := -36.456 psf <br />Wind uplift at bearing -== 1J12 pnunds <br /> <br />Member 8 ---Span 10 ft., Spacinq ,,:4 in., Slope <br />Member located in end zone: rributary area := <br />Interior area Coefficient := -2.2 <br />Eave and ridge areas: Coefficient = -2.2 <br />Overhang area Coefficient := -2.267 <br />Wind uplift at bearing = 539 pounds <br /> <br />6 /12, Overhang 1.33 ft. <br />33.33333 square feet <br />Pressure := -46.2 psf <br />Pressure := -46.2 psf <br />Pressure := -47.607 psf <br />