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Date :12/11/2020 <br /> Current Job Code: WILLIAMS,AL <br /> e ewa Ies 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) = 15 <br /> Angle of Resultant Force, a(deg)= 87 <br /> djusted Interaction Lateral Value,Z',,(Ibs)= 1052 <br /> Lateral DCR= 0.01 <br /> Roof Framing Checks: <br /> Force Checks: <br /> Roof 1 <br /> LC1: D+S <br /> Applied Moment(lb-ft) = 102 <br /> Applied Shear(Ibs)= 77 <br /> Allowable Moment(lb-ft) = 456 <br /> Allowable Shear(Ibs)= 725 <br /> Moment DCR= 0.22 <br /> Shear DCR= 0.11 <br /> LC2: D+0.6W <br /> Applied Moment(lb-ft) = 225 <br /> Applied Shear(Ibs)= 169 <br /> Allowable Moment(lb-ft) = 634 <br /> Allowable Shear(Ibs) = 1008 <br /> Moment DCR= 0.35 <br /> Shear DCR= 0.17 <br /> LC3: D+0.75(S+0.6W) <br /> Applied Moment(lb-ft) = 194 <br /> Applied Shear(Ibs) = 146 <br /> Allowable Moment(lb-ft)= 634 <br /> Allowable Shear(Ibs) = 1008 <br /> Moment DCR= 0.31 <br /> Shear DCR= 0.14 <br /> LC4:0.6D+0.6W <br /> Applied Moment(lb-ft)= 170 <br /> Applied Shear(Ibs) = 127 <br /> Allowable Moment(lb-ft) = 634 <br /> Allowable Shear(Ibs)= 1008 <br /> Moment DCR= 0.27 <br /> Shear DCR= 0.13 <br /> 1960 Chicago Ave,Suite D15,Riverside, CA 92507 <br /> www.currentTenewableseng.com 1 951.254.5655 <br /> INTEGRITY I PROFESSIONALISM I CUSTOMER EXPERIENCE <br />