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i <br /> 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= 44 in. Site Class= D(Default) <br /> Rack Width(Beam Length)= 106 in. Importance factor= 1.0 <br /> Upright Height= 360 in. 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= 429 lbs. <br /> Steel Yield Stress= 55 ksi (Cross Aisle)Vbase= 1818 lbs. <br /> Summary of Results---Elevation "A"-Selective Rack <br /> Lvl. Ht. PL LL Post Unity Beam Unity Conn. Beam Unity Check <br /> (in.) (lbs.) (lbs.) Weld <br /> 1 8 2000 0 IC3013 0.50 41160 0.47 3-Pin A 0.40 OKAY <br /> 2 68 2000 0 IC3013 0.91 41160 0.47 _ 3-Pin A 0.88 OKAY <br /> 3 128 2000 0 IC3013 0.90 41160 0.47 3-Pin A 0.84 OKAY <br /> 4 188 2000 0 IC3013 0.78 41160 0.47 3-Pin A 0.75 OKAY <br /> 5 248 2000 0 IC3013 0.73 41160 0.47 3-Pin A 0.63 OKAY <br /> 6 308 2000 0 IC3013 0.42 41160 0.47 3-Pin A 0.47 OKAY <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> Frame Bracing Pattern: 12in,42in,42in,48in,48in,48in,54in, 54in, 12in 0.62 OKAY <br /> Frame Bracing Members: 1.5 x 1.5 x 0.0598 (Channel) <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= 10.00 in. Thick= 6.00 in. DL= 378 lbs. Diameter= 0.500 in. <br /> Depth= 10.00 in. = 3000 psi LL= 0 lbs. Embedment= 3.750 in. <br /> Thick= 0.375 in. Unity= 0.44 PL= 6000 lbs. No.of Anchors= 4 <br /> Unity= 0.85 Check= OKAY p*EL= 9349 lbs. Unity= 0.81 <br /> Check= OKAY Net Uplift= 4630 lbs. Check= OKAY <br /> 14/49 <br />