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• <br /> rillirEMIC".48191 <br /> INC. PROJECT Cross Dock <br /> MATERIAL HANDLING ENGINEERING FOR Tuff Shed <br /> TEL:(909)869-0989 SHEET NO. 29 <br /> 1130 E.CYPRESS STREET,COVINA,CA 91724 CALCULATED BY TC <br /> DATE 6/11/2024 <br /> OVERTURNING:SINGLE SIDE <br /> V= 656 LB L <br /> Movt= IFn*Hn <br /> = 81,426 IN-LB V <br /> Hn T J� <br /> L/2 <br /> Mst= (wDL+0.67wLL)* L/2 Hn/2 .,e <br /> = 2662 LB*108 IN/2 U W Lbase <br /> = 143,748 IN-LB <br /> Puplift= (Movt-0.6*Mst)/d <br /> = (81426-0.6*143748)/108 IN <br /> = -45 LB <===NO UPLIFT d <br /> Lbase <br /> CIfF VIFW <br /> 1DL=2*125 LB=WDL= 250 LB <br /> >LL=2*1800 LB=WLL= 3,600 LB <br /> Lbase= 112 IN <br /> e= 2.0 I N <br /> d= 108.0 IN <br /> L= 102 IN <br /> Hn= 148.0 I N <br /> 0.625"x4"MIN.EMBEDMENT Simpson Titen-HD(ESR 2713) <br /> TOTAL#OF ANCHORS/BASE= 4 <br /> #OF ANCHORS PER END= 2 <br /> ANCHOR PULLOUT CAPACITY= 1,110 LB <br /> ANCHOR SHEAR CAPACITY= 2,390 LB <br /> (0 LB/2220 LB)+(656 LB/9560 LB)= 0.07 <_ 1.2 OK <br />