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Total Uplift <br /> FTot.Up FTank+ FSump+ FSump2 = 214.08•k <br /> Total Load Down <br /> Slab above tank <br /> TSlab lin Pconc = Ib 87.6 3 <br /> ft <br /> FSlab [TSlab'(13.5ft)•5oft]-pconc = 34492.5 lb <br /> Backfill above tank <br /> TBackfill Oft Pbackfill 57.6Ib <br /> — <br /> ft3 <br /> FBackfill.1 [TBackfill'(DTank)'LTank]'Pbackfill — FSump = 118146.634 lb <br /> Curved backfill above tank <br /> A _ DTank2 _ (,,DTank 2) <br /> = 11.83ft2 <br /> curved 2 4.2 <br /> FBackfill.2 Acurved'LTank'Pbackfill = 31344.573 lb <br /> Backfill above deadman <br /> FBackfill.3 2DMW'(14.5ft)•DML'Pbackfi11 = 115257.61b <br /> Concrete deadman <br /> FDeadman 8.094k = 80941b <br /> Tank Weight <br /> FTank 1225olb <br /> Total Down <br /> FTot.Down FS1ab+ FBackfill.1 + FBackfill.2 ••• = 309.585•k <br /> + FBackfill.3+ FDeadman + FTank <br /> F FTot.Down _ 1.446 <br /> Safety FTot.Up <br /> BRAD YOUNG $ASSOCIATES Copyright 2016 Brad Young&Associates <br /> STRUCTURAL ENGINEERING Print Date: 9/21/2018 <br /> 345 Pollasky Ave File Name: 18043-Tank Anchorage.xmcd <br /> Clovis,Callfomla 93612 <br /> (559)323-9600 (559)323-9633 Fax Engineer: WT <br />