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• 0 <br /> .r ', <br /> Coil) G I <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 /> . <br /> ot <br /> H2 Arm Loading <br /> - i Level 1 Static= 2000 <br /> li <br /> H1= 48 Inches Seismic= 2000 <br /> Base Depth Front Elevation Two or more columns Iq0 V f <br /> Longitudinal Direction Interconnected Cross Aisle <br /> No <br /> LOAD/LEVEL Very Important Input Seismic c rols <br /> Average Vb= 0.1 p <br /> Level Spacing Loading Dead Vb= 0.668 Kips/Colu n <br /> Inches Pounds Load atio Vi evel Sum <br /> 1 1 48.0 2000.0 50 6150 0.167 0.111 0.668 <br /> 1 2 48.0 2000.0 50 4100 0.333 0.223 0.557 <br /> 1 3 48.0 2000.0 50 2050 0.500 0.334 0.334 <br /> 0 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 /> 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 /> 3 Totals 144 6000 150 1.000 0.668 <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 = 0.668 Kips 0.109 <br />