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%%i Seattle Genetics 8/4/2023 <br /> EC LI PS E <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= 264 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= 404 lbs. <br /> Steel Yield Stress= 55 ksi (Cross Aisle)Vbase= 3136 lbs. <br /> Summary of Results---Elevation "D" -Pushback(Exterior Upright) <br /> Lvl. Ht. PL Beam <br /> LL Post Unity Beam Unity Conn. Unity Check <br /> (in.) (lbs..)) (lbs.) Weld <br /> 1 8 2000 0 IC3013 0.38 41160 0.47 3-Pin A 0.40 OKAY <br /> 2 74 2000 0 IC3013 0.73 41160 0.47 3-Pin A 0.84 OKAY <br /> 3 140 2000 0 IC3013 0.61 41160 0.47 3-Pin A 0.74 OKAY <br /> 4 206 2000 0 IC3013 0.46 41160 0.47 3-Pin A 0.55 OKAY <br /> 5 <br /> 6 <br /> 7 <br /> 8 **Typical Product Load on Exterior 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.= 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= 252 lbs. Diameter= 0.500 in. <br /> Depth= 8.00 in. re= 3000 psi LL= 0 lbs. Embedment= 3.750 in. <br /> Thick= 0.375 in. Unity= 0.35 PL= 4000 lbs. No.of Anchors= 4 <br /> Unity= 0.53 Check= OKAY p*EL= 8102 lbs. Unity= 0.89 <br /> Check= OKAY Net Uplift= 3994 lbs. Check= OKAY <br /> 35/49 <br />