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0 <br />Tank ID <br />EMD/AG <br />Tank Weight Empty <br />18.00 Kips <br />SG of Displaced Fluid <br />1.00 <br />SG of Tank Contents <br />0.94 <br />Height <br />52.00 inches <br />Width <br />68.00 inches <br />Length <br />132.00 inches <br />Tank Contents Volume <br />1000 gallons <br />Density of Water <br />8.34 lbs/gal <br />Weight of Tank's Liquid Content <br />7.84 Kips <br />Total Weight Max = W <br />25.84 Kips <br />Seismic Force Determination <br />SDS <br />I <br />Seismic Force V = <br />Buoyancy Check <br />Specific Gravity <br />Density of Water <br />Volume (assumes fully submerged) <br />Buoyancy Force upward <br />Resisting Empty Tank Weight <br />Anchoring Required <br />Safety Factor <br />Number of Anchors <br />Overturn Moment Check <br />Seismic Force, Max <br />Moment Arm for Seismic <br />Overturning Moment <br />Resisting Weight (Dead Load) <br />Moment Arm Resisting <br />Resisting Moment Weight Only <br />Points of Anchorage (2 Kips/anchor) <br />Moment Arm Resisting <br />Resisting Moment via Anchors <br />Overturn Issues (M sei > M resist'g) <br />Safety Factor <br />Check Sliding <br />Total Weight Max = W <br />Seismic Force, Max <br />Coefficient of Friction (p) <br />Force <br />Sliding Issues (F sei > F) <br />Safety Factor <br />Recommendations <br />Installation is satisfactory <br />9 <br />Convault 1,000 gallon tank <br />Dead Load <br />Water <br />Oil <br />(includes 4 inch high footings) <br />SG x Water Desity x Tank Volume / 1000 <br />Liquid +Dead Load <br />Equation: V = 0.3 SOS I W 1.005 ASCE 7-10, Eq. 15.4-5 <br />0.71 <br />Site Design Response Acceleration <br />1.25 <br />Importance Factor <br />25.84 <br />Total Weight Max <br />1.005 <br />Damping for sloshing force <br />6.88 Kips <br />Max Seimic Force <br />Buoyancy = SG x Water Density x Displaced Volume <br />1.00 <br />62.40 lbs/CF <br />270.11 CF <br />16.85 Kips <br />18.00 Kips <br />No <br />107% of requirement <br />0 <br />Dead Load <br />1. <br />f <br />Buoyancy <br />Force <br />6.88 Kips <br />28.00 inches <br />192.51 K -in <br />Seismic Dead Load <br />18.00 Kips <br />33.50 inches <br />603.00 K -in <br />0.00 <br />67.00 inches <br />Anchor <br />0 K -in <br />Resistance <br />No <br />313% of requirement <br />Equation: F = VW <br />25.84 Kips Liquid + Dead Load <br />6.88 Kips <br />0.6 for concrete on concrete surface (ACI 318-14 Section 22 <br />15.50 Kips <br />No <br />3.76 <br />RECEIVEL <br />AUG 2 4 2015 <br />ENVIRONMENTAL <br />(JCA' -'-V 1)C7q IT <br />