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Weight of Fill Wedge Acting on the Deadmen Ends <br />Angle of Deadman Wedge at Ends Aend_dm 15 deg Deadman Wedge <br />Width at grade <br />dmww 27 in <br />InstallationNote "Tanks Side by Side spaced at 36 inches" if dmww Wdmww"error""OK" "OK" <br />The deadman end soil wedge will be to grade and the wedge will be considered to be all fill even though there <br />may be concrete at the top. This will be conservative. <br />The width of the soil wedge at grade will be the lesser of the following: <br /> - ww 32 in OR the width based on the dm depth and soil angle <br />Deadman Spacing If <br />Tanks are End to End <br />Spacingdm_end if Spacingtk_end <br />Ltk Ldm <br />20in Spacingtk_end <br />Ltk Ldm <br />20in1013.3 in  <br />Spacingdm_end 1013.3 in <br />Extension of Deadman End Wedge at Grade <br />Extdm_end_wedge min dmww Coverdm tan Aend_dm  Installation_end "No End to End Adjacent Tanks"=if <br />min 0.5 Spacingdm_end dmwwCoverdm tan Aend_dm  otherwise <br /> <br />Extdm_end_wedge 27.0 in <br />Effective soil wedge angle using <br />the wedge width at gradeAngledm_end_wedge atan <br />Extdm_end_wedge <br />Coverdm <br />7.8 deg  <br />The deadmen end cap wedge weight will include three volumes - <br />- vol below the tank top using a submerged unit weight of sub_fill <br />- vol above the tank top that is submerged using a unit weight of sub_alt_fill <br />- vol above the tank top that may not be sumerged based on the water level with a unit weight of alt_fill <br />width of the soil <br />wedge at the tank topWdm_end_wedge_at_top_tk Coverdm Covertk tan Angledm_end_wedge 15.5 in  <br />width of the <br />soil wedge <br />at the <br />water level <br />Wdm_end_wedge_at_water_level Coverdm Waterdepth tan Angledm_end_wedge 27.0 in  <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 23 of 46