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• • <br /> C <br /> I, .7,-,.., , ' <br /> Date: RACK CONFIGURATION---LOAD/LEVEL/SEISMIC DATA <br /> 3/28/2022 <br /> Product+ Loading Condition IBC Enter:IBC <br /> Top Shelf Load= 2000 Pounds <br /> No.of Storage Levels= 5 <br /> - Hi <br /> t.F <br /> Al <br /> H2 Arm Loading <br /> Level 1 Static= 2000 <br /> t H1= 48 Inches Seismic= 2000 <br /> 1.%,, 44 v„ . <br /> Base Depth Front Elevation Two or more columns <br /> Longitudinal Direction Interconnected Cross Aisle �/ <br /> No t <br /> 0 DV(' y l fr�iGT <br /> LOAD/LEVEL Very Important Input Seismic contr. : <br /> Average Vb= 0.1•I t: <br /> Level Spacing Loading Dead Vb= MP ips/Column , <br /> Inches Pounds Load • io Vi/Level.`'i Sum <br /> 1 1 48.0 2000.0 50 10250 0.101 /0.113 \ 1.114 <br /> 1 2 18.0 2000.0 50 8200 0.139 / 0.155 J. 1.001 <br /> 1 3 18.0 2000.0 50 6150 0.177 0.197 / 0.846 <br /> 1 4 36.0 2000.0 50 4100 0.253 ; 0.282// 0.649 <br /> 1 5 36.0 2000.0 50 2050 0.329 0.361` 0.367 <br /> 0 6 0.0 0.0 0 0 0.000 .,_0,000 0.000 <br /> 0 7 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 8 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 9 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 10 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 11 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 12 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 13 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 14 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 15 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 16 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 17 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 18 0.0 0.0 0 0 0.000 0.000 0.000 <br /> 0 Top 0 0 0 0 0.000 0.000 0.000 <br /> 5 Totals 156 10000 250 1.000 1.114 <br /> 5 10000 0.25 <br /> Loads: 10.25 Kips 0.25 Kips <br /> Avg Load= 2000.0 0.025 ratio <br /> Summary of Data Top Level= 13.00 Feet <br /> Summation of Rack Load = 10.25 Kips <br /> Total Base Shear/Column = 1.114 Kips 0.109 <br />