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i EC LI PS E Seattle Genetics 8/4/2023 - M <br /> ENGINEERING Everett,WA 98203 RVC <br /> Overturning Analysis: <br /> LC(7): (0.9-0.2Sds)D+(0.9-0.2Sds)Papp+pE (OE for Anchorage) <br /> Rack Depth= 44.0 in. <br /> Rack Height= 360.0 in. d <br /> Each Level Loaded to 67% w/S2 - <br /> VBase= 1.97 k 1.52 k <br /> MOT= 289.5 k-in. 289.5 k-in. <br /> D= 0.8k 0.8k <br /> Papp= 8.0k 8.0k <br /> F Res- 6.0 k 6.0 k Vim"` <br /> - <br /> MReS= 132.8 k-in. 132.8 k-in. <br /> R1= 10.67 k 13.16 k <br /> UPLIFT R2= -4.63 k -7.12 k <br /> u! <br /> Top Level Loaded to 100% w/S2 <br /> VBase= 0.73 k 0.56 k <br /> MOT= 161.1 k-in. 161.1 k-in. <br /> D= 0.8 k 0.8 k <br /> Papp= 2.0 k 2.0 k <br /> FRes 1.9 k 1.9 k Pivot Point <br /> MRes= 41.6 k-in. 41.6 k-in. f <br /> R1= 5.42 k 7.32 k <br /> UPLIFT R2= -353 k -5.43 k <br /> Overturning per RMI Section 8.1 N/A For Less than 6:1 <br /> Single Row Units: Back to Back Units: <br /> height/depth= 7.0 height/depth= 7.0 <br /> V= 0.35 k V= 0.175 k <br /> MOT= 107.8 k-in. MOT= 53.9 k-in. <br /> D= 0.8k D= 0.8k <br /> MRes= 16.6 k-in. MRes= 16.6 k-in. <br /> R1= 2.828 k R1= 1.603 k <br /> R2= -2.072 k UPLIFT R2= -0.847 k UPLIFT <br /> Max Uplift= -2.072 k (non-seismic) <br /> 8/49 <br />