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'i EC LI PS E Seattle Genetics 8/4/2023 <br /> ENGINEERING Everett,WA 98203 RVC <br /> PALLET RACK SUMMARY ANALYSIS <br /> Project Name: Seattle Genetics <br /> Project Location: 215 Shuksan Way/Everett,WA 98203 <br /> Rack Mfg: Nucor <br /> Rack Geometry Seismic Parameters <br /> Rack Depth= 54 in. Site Class= D(Default) <br /> Rack Width(Beam Length)= 106 in. Importance factor= 1.0 <br /> Upright Height= 360 in. <br /> Primary Post Section= IC3013 <br /> Double Post Section= N/A Seismic Category= D <br /> Double Post Height= N/A in. (Down Aisle)Vbase= 115 lbs. <br /> Steel Yield Stress= 55 ksi <br /> Summary of Results---Elevation "B"- Pushback(Mono-Post) <br /> Ht. PL LL Beam <br /> Lvl. (in.) (lbs.) (lbs.) Post Unity Beam Unity Conn. Weld Unity Check <br /> 1 8 2000 0 IC3013 0.29 41160 0.48 3-Pin A 0.42 OKAY <br /> 2 71 2000 0 IC3013 0.53 41160 0.48 3-Pin A 0.42 OKAY <br /> 3 132 2000 0 IC3013 0.41 41160 0.48 3-Pin A 0.42 OKAY <br /> 4 194 2000 0 IC3013 0.31 41160 0.48 3-Pin A 0.42 OKAY <br /> 5 256 2000 0 IC3013 0.22 41160 0.48 3-Pin A 0.42 OKAY <br /> 6 318 2000 0 IC3013 0.12 41160 0.48 3-Pin A 0.42 OKAY <br /> 7 <br /> 8 **Typical Product Load on Exterior Beam Levels <br /> 9 <br /> 10 <br /> 11 **Note: Mono-Post to be braced to typical <br /> 12 upright frame w/row spacers at 48" OC max <br /> 13 <br /> 14 ' <br /> 15 <br /> 16 <br /> ** Frame Bracing Pattern: 48" OC Max <br /> Frame Bracing Members: Typical Row Spacers per Mfg. <br /> PLavg.= 2000 lbs. <br /> Unfactored Slab Loading Anchors per Base Plate <br /> Base Plate Check Slab on Grade Check per Post Kwik Bolt TZ2 <br /> Width= 8.00 in. Thick= 6.00 in. DL= 384 lbs. Diameter= 0.500 in. <br /> Depth= 5.00 in. re= 3000 psi LL= 0 lbs. Embedment= 3.750 in. <br /> Thick= 0.500 in. Unity= 0.48 PL= 6000 lbs. No.of Anchors= 2 <br /> Unity= 0.34 Check= OKAY p*EL= 1797 lbs. Unity= 0.05 <br /> Check= OKAY Net Uplift= 0 lbs. Check= OKAY <br /> 20/49 <br />