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'i EC LI PS E Seattle-Genetics 8/4/2023 <br /> '- <br /> ENGINEERING Everett,WA 98203 RVC <br /> PALLET RACK ANALYSIS <br /> MFG: Nucor <br /> CODES: Current Editions of the 2018 IBC,ASCE 7-16, and RMI—MH16.1 (2012) <br /> Design Inputs: Elevation "B" - Pushback (Interior Upright) <br /> Rack Geometry <br /> Rack Depth = 54 in. <br /> Rack Width (Beam Length) = 106 in. <br /> Upright Height= 360 in. <br /> Primary Post Selection = IC3013 <br /> Double Post Selection = IC3013-IC3014 <br /> Double Post Height= 262 in. <br /> Rack Loading <br /> Lvl. Ht. Space Post Beam Conn. DL PL LL Unit Impact <br /> (in.) (in.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) <br /> 1 8 8 IC3013-IC3014 50160 4-Pin 115 4000 2000 500 <br /> 2 71 63 IC3013-IC3014 50160 4-Pin 167 4000 2000 500 <br /> 3 132 61 IC3013-IC3014 50160 4-Pin 165 4000 2000 500 <br /> 4 194 62 IC3013-IC3014 50160 4-Pin 166 4000 2000 500 <br /> 5 256 62 IC3013-IC3014 50160 4-Pin 166 4000 2000 500 <br /> 6 318 62 IC3013 50160 4-Pin 139 4000 2000 500 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> TOTALS 919 24000 0 <br /> Avg. PL= 4000 lbs. <br /> RMI Load Combinations for the LRFD Design Method <br /> 1) 1.4D+1.2P Dead Load <br /> 2) 1.2D+ 1.4P+1.6L Gravity Load <br /> 5) (1.2+0.2Sds)D+(1.2+0.2Sds)(3P+0.5L+pE Seismic <br /> 7) (0.9-0.2Sds)D+(0.9-0.2Sds)Papp+(p or 00)E Seismic Uplift <br /> 8) 1.2D+1.4P+ 1.6L+1.41 Product Impact <br /> 21/49 <br />