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~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i~ <br />9750 <br />a~ 9700 <br />a~ <br />9650 <br />N <br />~ 9600 <br />O <br />O <br />~ 9550 <br />} <br />9500 <br />0 <br />20000 <br />~ 15000 <br />N <br />W <br />N 10000 <br />w <br />o' <br />H <br />N 5000 <br />w <br />N <br />a <br />m o <br />100 200 300 <br />vertical normal <br />400 <br /> 700 <br />N 600 <br />a <br /> <br />. <br />~ 500 <br />. <br />N 400 <br />w <br />v <br />300 <br /> <br />O 200 <br />w <br />w 100 <br />U 0 <br />J <br />N -100 <br />500 0 <br /> 50 <br />rn <br />a~ <br /> <br /> 40 <br />N <br />W <br />~ 30 <br /> <br />Z <br />Q <br />w 20 <br />U <br />o' <br />0 <br /> 10 <br />100 200 300 400 500 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 32.92 deg. <br />0 100 200 300 400 500 0 100 200 300 400 <br />X-COORDS (feet) X-COORDS (feet) <br />Stability Eval.: Section D-D'0.14g <br />SPENCER'S METHOD, FOS for Specified Surface = 1.815 <br />500 <br />• <br />• <br />THRUST LINE LOCATION <br />INTERS LICE FORCES <br />