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z-0 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 (OE for Anchorage) <br /> Rack Depth= 54.0 in. <br /> Rack Height= 264.0 in. - d 1 <br /> Each Level Loaded to 67% w/i2 - - <br /> VBase= 2.68 k 2.06 k <br /> MOT= 253.7 k-in. 253.7 k-in. <br /> D= 0.5 k 0.5 k <br /> Papp= 10.7 k 10.7 k <br /> FRes= 7.7 k 7.7 k V <br /> an,T <br /> MRes= 208.4 k-in. 208.4 k-in. <br /> R1= 8.81 k 9.40 k <br /> UPLIFT R2= -1.09 k -1.68 k <br /> Top Level Loaded to 100% w/i2 <br /> x <br /> VBase= 1.12 k 0.86 k <br /> MOT= 171.4 k-in. 171.4 k-in. <br /> D= 0.5 k 0.5 k <br /> Papp= 4.0 k 4.0 k <br /> FRes= 3.1 k 3.1 k [Pivot <br /> Point <br /> MRes= 83.9 k-in. 83.9 k-in. <br /> R1= 5.21 k 6.35 k <br /> UPLIFT R2= -2.11 k -3.24 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 = 3.8 height/depth= 3.8 <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 /> 44/49 <br />