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Percent of Riser <br />Buoyant Load for the <br />Effected Straps <br />(Sum moments & <br />solve for % of <br />buoyant force <br />allocated to <br />adjacent straps for <br />each riser) <br />peraij1 <br />distrij <br />L''spa_An map''j <br /> <br />peraijif peraij100%=0peraij <br />ODr <br />T 42.0 48.0()in the location of each riser <br />from the left end of the tank <br />pera <br />0 <br />53 <br />47 <br />0 <br />0 <br />0 <br />0 <br />50 <br />50 <br />0 <br />% Lr <br />116 <br />185 in La' <br />0 <br />83 <br />152 <br />218 <br />285 <br />in <br />Strap tension will be the riser buoyant load <br />distributed to each affected strap divided by <br />2 since there are 2 anchor points per strap. <br />Tension to Affected <br />Straps Tstp_rij <br />BFrj <br />2 pera ij <br />The tension on the straps nearest each end of the tank will be significantly <br />affected by the tank end cap soil wedges acting on each end of the tank. <br />the location of each riser <br />from the left end of the tankODr <br />T 42.0 48.0()in <br />Each row <br />represents the <br />tension on <br />each strap <br />from all risers <br />The first and <br />last rows are <br />the fictitious <br />straps at tip of <br />endcaps. <br />Tstp_r <br />0 <br />1108 <br />994 <br />0 <br />0 <br />0 <br />0 <br />1373 <br />1373 <br />0 <br />lbf La' <br />0.00 <br />82.75 <br />152.25 <br />218.25 <br />284.50 <br />in <br />Tank Buoyancy, Rotten Robbie No 69, <br />Manteca CA, dwg 17366-001, 10ft DWT <br />Date Printed: 9/7/2023 Page 41 of 46