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Stockton Dodge Chrysler Jeep Ram, Waste Antifreeze Tank, (Facility 11745), 22§CCR 66265.192, August <br /> 2018 <br /> A.2 Seismic Loading Analysis <br /> Product Specific Gravity,SG 1.10 Waste Antifreeze <br /> Tank Diameter,D 3.75 ft <br /> Tank Height,H 4.44 ft <br /> Tank Capacity,V 230.00 gallons <br /> Risk Category III ASCE 7 Table 1.5-1 <br /> Importance Factor,le 1.25 ASCE 7 Table 1.5-2 <br /> Response Modification Coefficient,R 1.5 ASCE 7 15.4-2 <br /> + V Spectral Response Acceleration,Sl 0.317 USGS Design Maps <br /> � <br /> ISpectral Response Acceleration,SDs 0.645 USGS Design Maps <br /> W <br /> z zs' Axial Loads <br /> Outer Tank 100.00 lbs <br /> Inner Tank 80.00 lbs <br /> Tank Weight,WT 230.00 lbs <br /> Product Weight,Wp 2,111.29 lbs <br /> Lateral Loads <br /> Approximate Fundamental Period,Ta 0.06 sec ASCE 7 12.8-7 <br /> Seismic Response Coefficeient,Cs 0.54 ASCE 7 12.8-2 <br /> Min Seismic Response Coefficeient,Cs 0.21 ASCE 7 15.4-2 <br /> Seismic Base Shear,V 1,258.44 lbs ASCE 7 12.8-2 <br /> Moments <br /> Height of Applied Lateral load,Hs 2.22 ft <br /> Overturning,Mo 2,789.54 lbs-ft (Unfactored) <br /> Distance to center of mass,d 1.57 ft <br /> Resisting,Mr 3,668.01 lbs-ft (Unfactored) <br /> Factor of Safety(FS) 1.13 ASCE 7 2.4.1(factored) <br /> No Uplift <br /> 10 <br />