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b30� ECLIPSE 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 1 Everett,WA 98203 <br /> Rack Mfg: Nucor <br /> Rack Geometry Seismic Parameters <br /> Rack Depth= 54 in. NOTE: Site Class= D(Default) <br /> Rack Width(BeamLength)= 106 in. BE US ED TO MATCH BACKER MAY p <br /> g ) BE US importance factor= 1.0 <br /> Upright Height= 264 in. TYPE"B"IF DESIRED Ss= 1.337 <br /> Primary Post Section= IC3013 S1 = 0.474 <br /> Double Post Section= N/A Seismic Category= D <br /> Double Post Height= N/A in. (Down Aisle)Vbase= 576 lbs. <br /> Steel Yield Stress= 55 ksi (Cross Aisle)Vbase= 3008 lbs. <br /> Summary of Results---Elevation "D"-Pushback(Interior Upright) <br /> Lvl. Ht. PL** LL Post Unity Beam Unity Conn. Beam Unity Check <br /> (in.) (lbs.) (lbs.) Weld <br /> 1 8 4000 0 IC3013 0.49 50160 0.72 4-Pin A 0.36 OKAY <br /> 2 74 4000 0 IC3013 0.89 50160 0.73 4-Pin A 0.76 OKAY <br /> 3 140 4000 0 IC3013 0.71 50160 0.73 4-Pin A 0.67 OKAY <br /> 4 206 4000 0 IC3013 0.51 50160 0.73 4-Pin A 0.49 OKAY <br /> 5 <br /> 6 <br /> 7 <br /> 8 **Equivalent Product Load on Interior Beam Levels <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> "" Frame Bracing Pattern: 12in, 36in, 36in,36in, 36in,48in,48in, 12in 0.64 OKAY <br /> Frame Bracing Members: 1.5 x 1.5 x 0.0598 (Channel) <br /> PLavg.= 4000 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= 265 lbs. Diameter= 0.500 in. <br /> Depth= 8.00 in. fc= 3000 psi LL= 0 lbs. Embedment= 3.750 in. <br /> Thick= 0.375 in. Unity= 0.60 PL= 8000 lbs. No.of Anchors= 4 <br /> Unity= 0.68 Check= OKAY p*EL= 7600 lbs. Unity= 0.47 <br /> Check= OKAY Net Uplift= 2106 lbs. Check= OKAY <br /> 34/49 <br />