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0 <br />NORTHWEST <br />• ENGINEERING GROUP <br />Max. beam span( = <br />Pile spacing (P2) = <br />Angle total length (12 = k - B) = <br />PILE CALCULATION <br />3 ft = 36 in <br />7 ft = 84 in <br />4 ft = 48 in <br />Angle Size: L6X6X3/8 <br />(Angle check on next page) <br />Pile Working Loads: <br />Pile Service Load, PTA= 9071 Ibs <br />Pile Design Load = 11000 Ibs <br />Pile Ultimate Load, PuLT = 22000 Ibs <br />Date: 11/17/2021 <br />Designer: Darin Willis, P.E. <br />(wall load x pile spacing) <br />*Safety Factor of 2 Applied <br />Minimum pile installation torque <br />Quit <br />Tmin — <br />Kr <br />Required ultimate soil capacity (Quit) = <br />22000 Ibs <br />Pile 0 = <br />2 7/8" <br />Torque factor (Kt) = <br />9 <br />Minimum pile installation torque, (Tmin) = <br />2500 ft-Ibs <br />Bracket= <br />4038 <br />Bracket Allowable Capacity = <br />19,700 Ibs <br />