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<br /> 9800 <br />.-. <br />a~i <br />9600 <br />w <br />to 9400 <br />0 <br /> <br />0 <br />o szoo <br />I <br />} <br /> 9000 <br /> 1000 <br />25000 <br />a 20000 <br />N <br />~ 15000 <br /> <br />N <br />~ 10000 <br /> <br />N <br />w 5000 <br />In <br />a <br />m o <br /> <br />1400 1800 2200 <br />vertical normal <br />1500 <br />m <br />a <br />1000 <br />v <br />N <br />W <br />U 500 <br />0 <br />w ° ---- ---- -- - <br />U <br />J <br />N -500 <br />2600 1000 1400 1800 2200 <br />25 SPENCER'S METHOD, <br />~ Constant Angle, Theta = 15.01 deg. <br /> a~ <br /> <br /> v 20 <br /> N <br /> w <br /> ~ 15 <br /> <br /> Z <br /> a <br /> w 10 <br /> U <br /> <br /> 0 <br />J w 5 <br /> <br />1000 1400 1800 2200 2600 1000 1400 1800 2200 <br />X-COORDS (feet) X-COORDS (feet) <br />Stability Eval.: Section E-E' <br />SPENCER'S METHOD, FOS for Specified Surface = 1.534 <br />2600 <br />2600 <br /> <br />• <br />INTERS LICE FORCES <br />THRUST LINE LOCATION <br />