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Example of seismic load calculation: <br /> In doing a seismic load calculation, specify <br /> Variables: <br /> Seismic Zone (Table 16-I, 1997 UBC) ; Z = <br /> Soil Profile type (Table 16-J, 1997 UBC) _ <br /> Site Coefficient (Table 16-J, 1994 UBC) _ <br /> Occupancy Importance Factor (Table 16-K, 1997 UBC) = I p= <br /> Coefficient a p (Table 16-0, 1997 UBC) _ <br /> Component Factor R p(Table 16-0, 1997 UBC) _ <br /> Distance to Known seismic source = km <br /> Seismic source type (Table 16-0, 1997 UBC) _ <br /> Near Source Factor (Table 16-S, 1997 UBC) = N s= <br /> Seismic Coefficient (Table 16-Q, 1997 UBC) = C a= <br /> Specific Gravity of Liquid = <br /> Specific Gravity of Shell material= <br /> Poisson Ratio = µ = <br /> Tank Height/Length = H = inches <br /> Tank Diameter = D = inches <br /> Tank Radius = R = inches <br /> Calculate the seismic load of the tank <br /> W ,= Weight of contents = (Specific gravity of liquid)(R)(H)(0.0361)(7T) <br /> Where SG= Specific Gravity <br /> R= tank radius <br /> Company Name Tank/Tank System identification <br />