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• <br /> EC LI PS E Seattle Genetics 8/4/2023 <br /> E N G I N E E R I N G : Everett,WA 98203 RVC <br /> PALLET RACK ANALYSIS <br /> MFG: Nucor <br /> CODES: Current Editions..ofthe 2021 IBC,ASCE 7-16, and RMI—MH16.1(2012) <br /> Design Inputs: Elevation "A" -Selective Rack <br /> Rack Geometry <br /> Rack Depth= 44 in. ***NOTE:THE FOLLOWING CALCULATIONS ARE A <br /> Rack Width (Beam Length)= 106 in. SAMPLE OF THE FULL SET OF CALCULATIONS <br /> Upright Height= 360 in. PERFORMED FOR EACH ELEVATION TYPE- FOR <br /> Primary Post Selection = IC3013 EFFICIENCY, PLEASE REFERENCE THE SUMMARY <br /> Double Post Selection= N/A PRINTOUTS OF EACH ELEVATION FOLLOWING <br /> Double Post Height= N/A in. THESE FULL CALCULATIONS. <br /> Rack Loading <br /> Ht. Space DL PL LL Unit Impact <br /> Lvl. (in.) Post Beam Conn. <br /> (in.) <br /> (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) <br /> 1 8 8 IC3013 41160 3-Pin 104 2000 1000 250 <br /> 2 68 60 IC3013 41160 3-Pin 131 2000 1000 250 <br /> 3 128 60 IC3013 41160 3-Pin 131 2000 1000 250 <br /> 4 188 60 IC3013 41160 3-Pin 131 2000 1000 250 <br /> 5 248 60 IC3013 41160 3-Pin 131 2000 1000 250 <br /> 6 308 60 IC3013 41160 3-Pin 131 2000 1000 250 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> TOTALS 757 12000 0 <br /> Avg. PL= 2000 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 0o)E Seismic Uplift <br /> 8) 1.2D+1.4P+ 1.6L+1.41 Product Impact <br /> 1/49 <br />