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Date :10/29/2020 <br /> Current Job Code:Trudeau, Margie <br /> l� <br /> enewables 4 of 6 <br /> Engineering <br /> Ref. Lateral Value,Z(Ibs) = 270 <br /> (CM=Ct=Co=Ceg= 1.0) CD= 0.9 <br /> Adjusted Lateral Value,Z' (Ibs)= 243 <br /> Applied Laeral Force (Ibs)= 6 <br /> Angle of Resultant Force, ac(deg)= 88 <br /> ,djusted Interaction Lateral Value,Z',(Ibs)= 1061 <br /> Lateral DCR= 0.01 <br /> Roof Framing Checks: <br /> Force Checks: <br /> Roof 1 <br /> LC1: D+S <br /> Applied Moment(lb-ft) = 1525 <br /> Applied Shear(Ibs) = 254 <br /> Allowable Moment(lb-ft)= 2334 <br /> Allowable Shear(Ibs) = 1915 <br /> Moment DCR= 0.65 <br /> Shear DCR= 0.13 <br /> LC2: D+0.6W <br /> Applied Moment(lb-ft)= 3035 <br /> Applied Shear(Ibs)= 506 <br /> Allowable Moment(lb-ft)= 3247 <br /> Allowable Shear(lbs)= 2664 <br /> Moment DCR= 0.93 <br /> Shear DCR= 0.19 <br /> LC3: D+0.75(S+0.6W) <br /> Applied Moment(lb-ft)= 2657 <br /> Applied Shear(Ibs) = 443 <br /> Allowable Moment(lb-ft) = 3247 <br /> Allowable Shear(Ibs)= 2664 <br /> Moment DCR= 0.82 <br /> Shear DCR= 0.17 <br /> LC4: 0.6 D+0.6 W <br /> Applied Moment(lb-ft)= 1937 <br /> Applied Shear(Ibs) = 323 <br /> Allowable Moment(lb-ft)= 3247 <br /> Allowable Shear(Ibs) = 2664 <br /> Moment DCR= 0.60 <br /> Shear DCR= 0.12 <br /> 1960 Chicago Ave, Suite D15, Riverside, CA 92507 <br /> ww,r.currentrenewableseng.com 1 951,254.5655 <br /> INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE <br />