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1920 MERRILL CREEK PKY 2023-04-07
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1920 MERRILL CREEK PKY 2023-04-07
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4/7/2023 12:02:10 PM
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4/7/2023 12:00:37 PM
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MERRILL CREEK PKY
Street Number
1920
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M <br /> • <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 /> r <br /> r, <br /> t <br /> it H2 Arm Loading <br /> - Level 1 Static= 2000 <br /> H1= 48 Inches Seismic= 2000 <br /> Base Depth Front Elevation Two or more columns <br /> Longitudinal Direction Interconnected Cross Aisle L / --CZp ?. <br /> No <br /> LOAD/LEVEL Very Important Input Seismic coptrols �} <br /> Average Vb= O2. pp ((/U(I I iVG2614ccrs <br /> Level Spacing Loading Dead Vb= .228 -/Kips/Colum /� /`^ <br /> Inches Pounds Load atio Vi/ •vey/ Sum L" L! -,5 ) <br /> 1 1 48.0 2000.0 50 10250 0.101 0.226 2.228 <br /> 1 2 18.0 2000.0 50 8200 0.139 0.310 2.002 <br /> 1 3 18.0 2000.0 50 6150 0.177 0.395 1.692 --/ t rNL v r <br /> 1 4 36.0 2000.0 50 4100 0.253 0.564 1.297 <br /> 1 5 36.0 2000.0 50 2050 0.329 0.733 0.733 f Nv Tv 't r"1 M C 0`'at <br /> 0 6 0.0 0.0 0 0 0.000 0 s 1 0 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 2.228 <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 = 2.228 Kips 0.217 <br />
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