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M cKennyKrug� <br />COMSIGN- <br />Seismic Analysis <br />Overhead view: <br />5—tB <br />U'RAIN:VE <br />T Nt'T i 1NES <br />OUTLET NT I <br />0"±1'—t C" — <br />0 <br />T3 <br />I (62793 <br />x '1' ��lC.S'J x 12 <br />a <br />CF 1039 C= <br />.GAL c8CCD GAL; <br />ISLAB DRAIN <br />10."-- . <br />T2 <br />x 1 <br />039 C= <br />(8000 GAL' <br />Tanks T1 - T3 <br />o= <br />�r <br />I^ <br />N <br />47' -?I�i' <br />Cross sectional (lateral) view: <br />6 T4 , 1 <br />oI <br />N <br />629 U <br />44030 GAI ) <br />Tank Layout Plan <br />OUTLET <br />LINES <br />East —> <br />T3o T2 o T1 0 0 <br />I I <br />039 C C39 C= 03S Cf <br />t 8000 GAL) '8000 ..^•A. ( 8000 GAL <br />East —> <br />Tank Section <br />(_) BUILDING <br />Calculation of the seismic load for tanks T1 - T3: <br />VASD <br />r'D <br />o= <br />�r <br />I^ <br />N <br />47' -?I�i' <br />Cross sectional (lateral) view: <br />6 T4 , 1 <br />oI <br />N <br />629 U <br />44030 GAI ) <br />Tank Layout Plan <br />OUTLET <br />LINES <br />East —> <br />T3o T2 o T1 0 0 <br />I I <br />039 C C39 C= 03S Cf <br />t 8000 GAL) '8000 ..^•A. ( 8000 GAL <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 />5020 SACRAMENTOSTf�T I fes\ I PHONE; <br />(916) 966-0763 16) 2 <br />FAIR OAKS, CA 96628 f <br />http:/lwww.mckuviykrv0.com <br />