Laserfiche WebLink
' 'i EC L' 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. Ss= 1.337 <br /> Primary Post Section= IC3013 S1 = 0.474 <br /> Double Post Section= IC3013-IC3014 Seismic Category= D <br /> Double Post Height= 262 in. (Down Aisle)Vbase= 800 lbs. <br /> Steel Yield Stress= 55 ksi (Cross Aisle)Vbase= 3852 lbs. <br /> Summary of Results---Elevation "B"-Pushback(Interior Upright) <br /> HtLvl. . PL LL Post Unity Beam Unity Conn. Beam Unity Check <br /> (in.) (lbs.) (lbs.) Weld <br /> 1 8 4000 0 1C3013-1C3014 0.49 50160 0.74 4-Pin D 0.21 OKAY <br /> 2 71 4000 0 IC3013-IC3014 0.77 50160 0.74 4-Pin D 0.44 OKAY <br /> 3 132 4000 0 1C3013-IC3014 0.68 50160 0.74 4-Pin D 0.41 OKAY <br /> 4 194 4000 0 1C3013-1C3014 0.59 50160 0.74 4-Pin D 0.37 OKAY <br /> 5 256 4000 0 1C3013-1C3014 0.46 50160 0.74 4-Pin D 0.31 OKAY <br /> 6 318 4000 0 IC3013 0.65 50160 0.74 4-Pin D 0.22 OKAY <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,42in,42in,48in,48in, 12in, 12in 0.87 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= 12.00 in. Thick= 6.00 in. DL= 459 lbs. Diameter= 0.625 in. <br /> Depth= 12.00 in. fc= 3000 psi LL= 0 lbs. Embedment= 4.500 in. <br /> Thick= 0.500 in. Unity= 0.83 PL= 12000 lbs. No.of Anchors= 4 <br /> Unity= 0.94 Check= OKAY p*EL= 16579 lbs. Unity= 0.91 <br /> Check= OKAY Net Uplift= 7199 lbs. Check= OKAY <br /> 18/49 <br />