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M e Ke n n yKrugg <br />Seismic Analysis Tanks T1 - T3 <br />Overhead view: <br />S_AB <br />URAIN <br />OUT[ -FT VE�L%1 NLFT I U <br />S SLAB DRAIN ( ) HU LNG <br />11 ���I <br />OQ <br />TS T2 Ti ALINES <br />`* C.5'D x 12' 'G. 5'D x 12' LINES iC.7'D x 12 1U39 C 1039 C= 1039 CF (5000 GAL) t80u^0 GAL (80 00 GA <br />0 <br />Tank Layout Plan <br />Cross sectional (lateral) view: <br />74 T3 <br />CV�629 CF 1039 C' <br />* ` ( 4000 GAL) ( 8000 GAL.- 1 <br />lU <br />�p r <br />T2 0 <br />I <br /><v <br />039 <br />( 8000 GA.I <br />East -> <br />T1 'I o <br />i <br />039 Cf <br />t SOOC GAi. l <br />East --> <br />Tank Section <br />Calculation of the seismic load for tanks T1 - T3: <br />VASD <br />= 8.3K <br />Calculation of overturning moment for tanks T1 - T3: <br />OTM <br />= 49.8 K -Ft <br />Calculation of the righting moment for tanks T1 - T3: <br />RM = <br />252 K -Ft <br />Safety Factor: <br />FS = <br />5 <br />Calculation of the seismic load for tank T4: <br />VASD <br />= 5.2K <br />Calculation of overturning moment for tank T4: <br />OTM <br />= 28.6 K -Ft <br />Calculation of the righting moment for tank T4: <br />RM = <br />121 K -Ft <br />Safety Factor: <br />FS = <br />4 <br />STRUCTURAL & CIVIL ENGINEERING • CODE APPLICATIONS <br />/\ PHONE: (916) 966-0762 <br />8020 SACRAMENTO STREET/ FAX: (916) 966-0763 <br />FAIR OAKS, CA 95628 <br />http://www.mckennykrug.com <br />