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Anchor Strap Tensions for Tank Including Risers <br />Each row represents a strap starting at the left end of the tank. The values are the actual <br />anchor tensions at each anchor point <br />Anchor Location <br />Tension For Tank <br />Including Risers <br />Tstrap_actual Tstp_actual Tstp_r_tot'Tstp_EC <br />Negative values indicate <br />there is no tension on that <br />strapTstrap_actual <br />1536 <br />539 <br />778 <br />lbf <br />If there is no strap tension, a fictitious 100 lbf is used to <br />avoid dividing by zero when calculating the FS's. <br />Where there is no tension in the strap, the equation <br />below replaces the negative tension value with 100 lbf. <br />Tstrap_actualks if Tstrap_actualks 0 100lbfTstrap_actualks <br />Loada_allow 7508lbf Buoyancy Design Max Load per <br />Anchor Point <br />Strap Tension at Each Anchor Location Compared to Anchor Point Max Design Load <br />The vertical buoyancy loads applied to the anchoring system have been increased by 1 <br />cos A4an 1.012 to <br />account for the fact that the tension in the hardware is at a pull angle of A4an 8.9 deg from vertical <br />Strap ks if Tstrap_actualks Loada_allow"OK""Redesign" check against max anchor point <br />load design <br />Actual Tension Load Actual Tension Load FS <br />against Buoyancy <br />Design Max Load <br />Design CheckTension Load Actual <br />(includes any ASD Load Factors) <br />Note: There is <br />NO tension in <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 44 of 46