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Q 600'4 6ZLZ'ON xU ZZ:11 L6/Si/50 <br /> Buehler 8: Buehler Associates Job; FIREGUARD STORAGE TANK <br /> 5Uvoturai Engineers, Inc. Client; . - <br /> 7300 Folsokn Blvd., Suite 103 Date: 4l10/9t3 <br /> Sacramento, CA 95826. Pane: 1 <br /> (916) 381-8181 Tank Type: 1000 gal. Rectangular ` <br /> Design Criteria: (1994 UBC) <br /> Lateral Loadino: V-27Cpwp Tank Dimensions! <br /> Z= 0.4 Zone- 4 Length(fQ 10.7 <br /> IN 1.0 DlameterR►e ht(ft.) 4.08 <br /> Cp- 0.75 Lep Height(IL) 0.5 <br /> 2.54 <br /> Footing Dimensions: COncrete Properties: <br /> Length'L'(ft.) 127 aeroity(pcf) 15O <br /> Width'W' tit.) 7.67 fc(0) , 2000 <br /> Thickness'd(in.) 8.0 fy(kst? 60 <br /> Soil Properties: Stmwt+ure Weiahts: <br /> Dead Load (psi) = 1000 Empty Tank 0'bs.) = 8.250 <br /> Dead+Live (pst)= low Capacity(gat.)- 1,000 <br /> o=au+�,.tva+aeawmc Uw) = 13nu soft" Gravity- 0.85 diesel fuel <br /> Coe H. Of Friction - 0.25 Contents obs.) - 7,1390 <br /> tooting obs.) = 9.741 <br /> #! P!Mssurw (w1u lateral: not including fig) <br /> Dead Load Obs.)= 6.250 '9' (DL)= 642 psf OK <br /> Dsad+Uve Ohs.)= 13,340 'u'(D+LU= 137.0 psf OK <br /> Lateral Design Perpendicular to Tank: <br /> Component Weight3: x ARM(ft-) Resistive Moment(W t) <br /> Empty Tank(!bs.)= 6250 3.835 = 23.969 <br /> Cordents Otis-) = 7.090 3.835 = 27,192 <br /> footing Obs.) = 9,741 3.835 37AW <br /> T suptyTw&b 15.991 ft. 61,825 Ib-ft <br /> E ew TAnt6 23,081 lbs- 3'- 88,517 Ib•ft <br /> Overtumino: Ike (ibs.l x •H' (ft.) = OTM (ea'ft) <br /> Empty Tank: 1,875 254 4,783 - - <br /> Full Tank: 4,002 2.54 10,163 �p S <br /> yM.TODD � <br /> THORP <br /> No.2990 <br /> VC Exp.SGCWO <br /> * STRUCTURAL Yr <br /> Page �f�TF Ox C Al)FOQ��4 <br /> 60'cl 0:50 £8£ 9Y6 'dMOJ JiNCl ONNIC13d tl£:TS L661-ST-AbW <br /> 5d LC9£bb960ZL aqn� oid d£Z LO L L 90 Int <br />