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<br />9740 <br />a~ <br />a~ <br />w <br />N 9690 <br />D <br />a- <br />O <br />O <br />U <br />~ 9640 <br />300 <br />4000 <br />w <br />~ 3000 <br />N <br />W <br />to 2000 <br />w <br />~' 1000 <br />w <br />N <br />Q <br />m 0 <br />350 <br />vertical <br />400 450 500 550 <br />~~-~~ <br />/ ~~ <br />50 <br />.-~ <br />a 40 <br />`-~ 30 <br />N <br />w <br />v 20 <br />a- <br />~ 10 <br />w <br />v 0 <br />J <br />N-10 <br />300 <br /> 40 <br /> rn <br /> ~ 35 <br /> v <br />v <br /> 30 <br /> N <br /> W <br /> 25 <br /> ~ <br /> z <br /> a 2a <br /> w <br /> ~ 1s <br /> <br /> O <br />~ w 10 <br /> <br />350 400 450 500 550 <br />SPENCER'S METHOD, <br />Constant Angle, Theta = 24.77 deg. <br />300 350 400 450 500 550 300 350 400 450 <br />X-COORDS (feet) X-COORDS (feet) <br />CC&V Phase IV Sec. B, Circ, Static <br />SPENCER'S METHOD, FOS for Specified Surface = 1.770 <br />500 550 <br />INTERSLICE FORCES <br />THRUST LINE LOCATION <br />