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• • <br /> Date: RACK CONFIGURATION---LOAD/LEVEL/SEISMIC DATA <br /> 4/27/2022 <br /> Product+ Loading Condition IBC Enter:IBC <br /> Top Shelf Load= 2000 Pounds <br /> No.of Storage Levels= 3 <br /> - Hi <br /> r <br /> 4. <br /> H2 Arm Loading <br /> Level 1 Static= 2000 <br /> H1= 48 Inches Seismic= 2000 <br /> 1,1 -g-0 _ <br /> Base Depth Front Elevation Two or more columns <br /> Longitudinal Direction Interconnected Cross Aisle <br /> No <br /> LOAD/LEVEL Very Important Input Seismic ontrols <br /> Average Vb= ,/016 p <br /> Level Spacing Loading Dead Vb. / 1.337 Kips/Col n <br /> Inches Pounds Load Vi/ e Sum <br /> 1 1 48.0 2000.0 50 6150 0.167 0.223 1.337 <br /> 1 2 48.0 2000.0 50 4100 0.333 0.446 1.114 <br /> 1 3 48.0 2000.0 50 2050 0.500 0.668 0.668 <br /> O 4 0.0 0,0 0 0 0.000 0.000 0.000 <br /> 0 5 0.0 0.0 0 0 0.000 0.00 0.000 <br /> 0 6 0.0 0.0 0 0 0.000 00 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 /> O 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 /> O 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 0.00D 0.000 0.000 <br /> 0 Top 0 0 0 0 0.000 0.000 0.000 <br /> 3 Totals 144 6000 150 1.000 1.337 <br /> 3 6000 0.15 <br /> Loads: 6.15 Kips 0.15 Kips <br /> Avg Load= 2000.0 0.025 ratio <br /> Summary of Data Top Level= 12.00 Feet <br /> Summation of Rack Load = 6.15 Kips <br /> Total Base Shear/Column = 1.337 Kips 0.217 <br />