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M cKennyKrug5- <br /> SCOS!GN <br /> Seismic Analysis Tanks T1 - T3 <br /> Overhead view: <br /> S-'.B, <br /> L'RAIN ?1 Nt FT IKFS <br /> 0,TLrT VENT SLAB DRAIN (_) 9U:_U:NG <br /> 1 -6"±1 -10' _ '010 0"+ <br /> - _ <br /> p"62191CF <br /> T3 T2 T1 OUTLET <br /> IC. <br /> x 12' ?C.5'3 x 12' '0.5'D x '2' i LINES <br /> 9 <br /> i <br /> -� 039 C= 1039 C=t8C00 GAL : (8000 GAL; {800C GA_) <br /> � = 1 <br /> o r <br /> East --)o- <br /> Tank Layout Plan <br /> Cross sectional (lateral) view: <br /> 6 T4 T3 o T2 o T1 0 oI <br /> C <br /> CV j N N N R <br /> 629 CF �! 1039 CF '039 CI 7039 CF <br /> (4000 GAL ) i (8000 GAL ) (8000 GAL ) (800C GAL ) <br /> �o <br /> East <br /> Tank Section <br /> Calculation of the seismic load for tanks T1 - T3: VA50 = 8.3K <br /> Calculation of overturning moment for tanks Tl - T3: OTM = 49.8 K-Ft <br /> Calculation of the righting moment for tanks T1 - T3: RM = 252 K-Ft <br /> Safety Factor: FS = 5 <br /> Calculation of the seismic load for tank T4: VASD = 5.2K <br /> Calculation of overturning moment for tank T4: OTM = 28.6 K-Ft <br /> Calculation of the righting moment for tank T4: RM = 121 K-Ft <br /> Safety Factor: FS = 4 <br /> STRUCTURAL & CIVIL ENGINEERING 9 CODE APPLICATIONS <br /> PHONE:(916)966-0762 <br /> 9020SACRAMEWTOST)ET FAX:(916)966-0761 <br /> FAIR OAKS,CA 96628 <br /> http JI www.mclumyknq.com <br />