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| <br /> / <br /> � 3NYDEP,INDUSTRIES INC. DATE 98/2810 <br /> ' <br /> TANK RESTRAINT CALCULATIONS-SEISMIC & WIND ANALYSIS BY TAM <br /> JO8# El 0-071 <br /> PROJECT NAME 8NYDERINDUSTRIES INC. <br /> � <br /> DESIGN CRITERIA: 2009 IBC/2006 IBC -Section1613 &ASCE 7-05 Section 15.4.2 <br /> CONTAIN TANK TANK TAN CONTENT PRIMARY TANK TANK TANK TANK CONT.� <br /> TANK DIAM. HT. WT. SPEC, TANK CAP. DIAM. HT WT. WT. <br /> MODEL# (FT) (FT) (LBS) GRAV, MODEL# (GAL) (FT) (FT) (LBS) (LBS) <br /> 100050ON 3.58 4.73 125 1.9 574000ON 275 3.50 4.35 125 4,369 <br /> ' <br /> � CODE REFERENCE <br /> � <br /> SEISMIC SHEAR: Veq = 3*8o«°|*W Eq. 15.4-5(ASCE7-05) <br /> Where: | = 1.50 <br />� VV = 4,808 (Weight ofContents+Tank Weights) <br />} 8nu= 1.008 <br />� <br /> Lateral Voq = 0.480 x <br />' <br /> INNER TANK TANK CAP DIAM TANK TANK WT Lateral Mot(FT_ Mr(FT <br /> MODEL# I (GAL) I (FT) IHT(FT)i (LBS) 1Veq (LBS)1 LBS) LBS) Mr:Mot <br /> 574000ON 275 3.50 4.35 125 2211 4,809 4,950 1.03 <br />` <br />� <br />' <br /> NOTES: All tanks listed are stable against overturning for 20U0 |BC/2008IBC seismic forces except where noted, Anchor <br /> assemblies are required torestrain the tanks from sliding for 200IBC seismic forces. The number ofbolts <br /> required |ncomputed based onallowable shear value for: <br /> 4'' H||hH|7-RE500GDAdheoiveAnchor. SeeAttaobedOaiou|ation' /OC'ES#E3R-2322 <br /> TANK MODEL# Model number for primary tank <br /> TANK CAP Capacity ofprimary tank ingallons <br /> TANK DiAK0. Tank diameter ofcontainment tank <br /> TANK HT Tank height ofprimary tank <br /> TANK WT VVm|Aht ofprimary tank+xontainmenttank <br /> Page <br />