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Tk_Wedgeon_ansys 0% Normally 0%. This is the % of Tank Side Wedge that will be applied to the <br />anchoring system. This option is provided to apply some of the tank side <br />wedge to the anchoring system instead of 100% on the tank. Normally all of <br />the tank side wedge will be assumed to be applied to the tank. Changing <br />this value will not change the tank buoyancy FS calculated earlier. <br />Loadvert_ten_actual DBF LF Wttk WtslabWtr  <br />LFWtfill_over_tk <br />100% Tk_Wedgeon_ansys Wttk_wedge <br /> <br />3506lbf  <br />This is also the actual total load that will be applied to the anchor straps NOT including <br />the soil wedges at End Caps. The reduction in strap tension from the EC soil wedges is <br />applied directly to only the end straps . <br />This load, which includes any ASD Load Factors) will be distributed <br />to each anchoring location based on tributary volumes. <br />Increase the tension load because actual load on hardware is at an angle <br />A4an 8.9 deg pull angle from vertical. Set to 0 if want to use the straight up buoyancy <br />force as the tension on the hardware <br />1 <br />cos A4an 1.012 the actual tension load on the hardware will be higher by this factor than <br />the straight up buoyancy load since the actual tension is at the pull angle <br />Loadten_actual Loadvert_ten_actual <br />1 <br />cos A4an 3549lbf  <br />Anchor Strap Tensions using Tributary Volume <br />The anchor strap tensions are calculated based on an effective tributary volume for each strap. This <br />volume is calculated as half the distance to the adjacent strap on each side or to the end of the adjacent <br />end cap for the first and last straps. The tensile force resulting from the riser volumes are distributed to <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 35 of 46