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i • <br /> EC LI PS E Providence Healthcare 10/14/2022 <br /> ENGINEERING Everett,WA 98203 DJVV <br /> PALLET RACK ANALYSIS <br /> MFG: Hannibal Industries <br /> CODES: Current Editions of the 2018 IBC,ASCE 7-16, and RMI—MH16.1(2012) <br /> Design Inputs: Elevation "Type-1" <br /> Rack Geometry <br /> Rack Depth= 44 in. ***NOTE:THE FOLLOWING CALCULATIONS ARE A <br /> Rack Width (Beam Length)= 96 in. SAMPLE OF THE FULL SET OF CALCULATIONS <br /> Upright Height= 144 in. PERFORMED FOR EACH ELEVATION TYPE- FOR <br /> Primary Post Selection=; IC3014 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. Post Beam Conn. <br /> (in.) (in.) (lbs.) (lbs.) (lbs.) (lbs.) (lbs.) <br /> 1 60 60 IC3014 41160 3-Pin 71 2500 1250 313 <br /> 2 104 44 IC3014 41160 3-Pin 64 2500 1250 313 <br /> 3 144 40 IC3014 41160 3-Pin 62 2500 1250 313 <br /> 4 <br /> 5 <br /> 6 <br /> 7 <br /> 8 <br /> 9 <br /> 10 <br /> 11 <br /> 12 <br /> 13 <br /> 14 <br /> 15 <br /> 16 <br /> TOTALS 197 7500 0 <br /> Avg. PL= 2500 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+0.2Sd5)D+(1.2+0.2Sd5)(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 />