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Total Uplift <br /> FTot.Up FTank+ FSump + FSump2 = 194.593•k <br /> Total Load Down <br /> Slab above tank <br /> Ib <br /> TSlab lin Pconc 87.6 3 <br /> ft <br /> FSlab FTSlab'(13.5ft)•45.25ft]•pconc = 31215.712 lb <br /> Backfill above tank <br /> Ib <br /> TBackfill Oft Pbackfill s7.6 3 <br /> ft3 <br /> FBackfill.1 [TBackfill'(DTank)'LTank]-Pbackfi11 — FSump— FSump2 = 88716.001 Ib <br /> Curved backfill above tank <br /> A DTank2 ` DTank2) = II.s3ft2 <br /> curved _ 2 4,2 <br /> FBackfill.2 Acurved'LTank'Pbackfill = 28107.905 lb <br /> Backfill above deadman <br /> FBackfill.3 2DMW-(I4.5ft)'DML'Pbackfill = 91201.61b <br /> Concrete deadman <br /> FDeadman 6.342k = 63421b <br /> Tank Weight <br /> FTank 126251b <br /> Total Down <br /> FTot.Down FSlab+ FBackfill.1 + FBackfill.2 .•. = 257.208.k <br /> + FBackfill.3+ FDeadman + FTank <br /> F FTot.Down = 1.322 <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,California 93612 <br /> (559)323-9600 (559)323-9633 Fax Engineer: WT <br />