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,. EC LI PS E Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> Overturning Analysis: <br /> LC(7): (0.9-0.2Sds)D+(0.9-0.2Sds)Papp+pE (CIE for Anchorage) <br /> Rack Depth= 54.0 in. <br /> Rack Height= 360.0 in. d <br /> Each Level Loaded to 67% w f/ <br /> VBase= 4.06 k 3.13 k <br /> MOT= 613.9 k-in. 613.9 k-in. <br /> D= 0.9 k 0.9 k <br /> Papp= 16.1 k 16.1 k <br /> F Res= 11.7 k 11.7 k Vasa <br /> MReS= 314.9 k-in. 314.9 k-in. <br /> R1= 18.86 k 22.74 k <br /> UPLIFT R2= -7.20 k -11.08 k <br /> Top Level Loaded to 100% <br /> s <br /> VBase= 1.25 k 0.96 k <br /> MOT= 292.2 k-in. 292.2 k-in. <br /> D= 0.9k 0.9k <br /> Papp= 4.0 k 4.0 k <br /> FRes= 3.4 k 3.4 k [Pivot Point <br /> MReS= 91.1 k-in. 91.1 k-in. <br /> /%/////////////// /////////i <br /> R1= 8.22 k 10.82 k <br /> UPLIFT R2= -4.84 k -7.45 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= 5.9 height/depth= 5.9 <br /> V= N/A k V= N/A k <br /> MOT= N/A k-in. MOT= N/A k-in. <br /> D= N/A k D= N/A k <br /> MRes= N/A k-in. MRes= N/A k-in. <br /> R1= N/A k R1= N/A k <br /> R2= N/A k NO UPLIFT R2= N/A k NO UPLIFT <br /> Max Uplift= N/A k (non-seismic) <br /> 28/49 <br />