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jose@ramirezstructural.com <br />(562) 519-6045 <br /> <br />VERTICAL DISTRIBUTION OF SEISMIC FORCES | ANSI MH16.1 7.4.12 <br />SEISMIC OVERTURNING CASE II | WEIGHT OF RACK + HIGHEST STORAGE LEVEL ONLY AT 100% RATED LOAD CAPACITY <br />SEISMIC CROSS-AISLE <br />SEISMIC DOWN-AISLE <br />1st <br />3rd <br />4th <br />5th <br />7th <br />8th <br />9th <br />Σ i i Σ <br />0.0000.00 <br />STORAGE LEVEL FORCE <br />(k) <br />0.112 <br />0.562 <br />0.212 <br />0.000 <br />0.00 <br />0.00 <br />0.00 <br />195.04 <br />wihi/Σwihi <br />0.127 <br />0.634 <br />0.239 <br />0.000 <br />0.000 <br />wihi <br />24.74 <br />123.68 <br />46.63 <br />0.000 <br />0.000 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.887 <br />WEIGHT (lbs) <br />1374 <br />1374 <br />288 <br />63 <br />63 <br />63 <br />63 <br />63 <br />63 <br />63 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />STORAGE <br />LEVEL <br />STORAGE HEIGHT FROM <br />BASE (in) <br />18.00 <br />90.00 <br />162.00 <br />1st <br />3rd <br />7th <br />9th <br />10th <br />Σ i i <br />63 <br />63 <br />63 <br />0.00 <br />0.00 <br />0.00 <br />STORAGE LEVEL FORCE <br />(k) <br />0.002 <br />0.012 <br />0.139 <br />0.000 <br />0.000 <br />0.000 <br />0.080 <br />0.904 <br />0.000 <br />0.000 <br />0.000 <br />wihi/Σwihi <br />0.016 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.153 <br />5.71 <br />64.54 <br />0.00 <br />0.00 <br />0.000 <br />0.00 <br />71.39 <br />0.000 <br />0.000 <br />0.000 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />STORAGE <br />LEVEL <br />STORAGE HEIGHT FROM <br />BASE (in) <br />18.00 <br />WEIGHT (lbs) <br />63 <br />63 <br />398 <br />63 <br />63 <br />63 <br />90.00 <br />162.00 <br />0.00 <br />0.00 <br />0.00 <br />63 <br />wihi <br />1.14 <br />1st <br />2nd <br />3rd <br />4th <br />5th <br />7th <br />8th <br />9th <br />10th <br />Σ i i Σ <br />0.000 <br />1.296 <br />0.00 <br />0.00 <br />0.00 <br />0.000 <br />0.000 <br />282.68 <br />wihi/Σwihi <br />0.129 <br />0.643 <br />0.228 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.0000.00 <br />0.000 <br />0.000 <br />STORAGE LEVEL FORCE <br />(k) <br />0.167 <br />0.833 <br />0.296 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />63 <br />63 <br />63 <br />0.00 <br />0.00 <br />0.00 <br />STORAGE <br />LEVEL <br />STORAGE HEIGHT FROM <br />BASE (in) <br />18.00 <br />90.00 <br />162.00 <br />630.00 <br />0.00 <br />0.00 <br />wihi <br />36.36 <br />181.78 <br />64.54 <br />0.00 <br />WEIGHT (lbs) <br />2020 <br />2020 <br />398 <br />63 <br />0.00 <br />0.00 <br />0.00 <br />63 <br />63 <br />1st <br />2nd <br />3rd <br />4th <br />5th <br />6th <br />7th <br />8th <br />9th <br />10th <br />Σ i i Σ282.68 <br />0.000 <br />0.000 <br />0.00 0.000 <br />0.00 0.000 <br />0.00 0.000 <br />0.000 <br />0.00 <br />0.000 <br />0.000 <br />0.897 <br />STORAGE LEVEL FORCE <br />(k) <br />0.115 <br />0.577 <br />0.205 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.129 <br />2020 181.78 0.643 <br />398 64.54 0.228 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />WEIGHT (lbs)wihi <br />2020 36.36 <br />63 0.00 <br />18.00 <br />90.00 <br />162.00 <br />0.00 <br />0.00 <br />0.00 <br />63 0.00 <br />63 0.00 <br />63 <br />63 <br />63 <br />63 <br />wihi/Σwihi <br />STORAGE <br />LEVEL <br />STORAGE HEIGHT FROM <br />BASE (in) <br />ENGINEERED BY: <br />JOSE RAMIREZ, PE <br /> <br />JOB: 3535 W GARRY AVE <br />JOB NO.: 24-221 <br /> <br /> <br />DATE:05/15/24 <br /> <br />SHEET NO.: 13/29