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CASE2.OPT <br />Load x-left x-right Intensity Direction <br />No. (ft) (ft) (psf) (deg) <br />1 212.1 213.1 20000.0 90.0 <br />2 218.1 219.1 20000.0 90.0 <br />3 318.0 319.0 20000.0 90.0 <br />4 324.0 325.0 20000.0 90.0 <br />NOTE - Intensity is specified as a uniformly distributed <br /> force acting on a HORIZONTALLY projected surface. <br />A critical failure surface searching method, using a random <br />technique for generating CIRCULAR surfaces has been specified. <br />2000 trial surfaces will be generated and analyzed. <br />10 Surfaces initiate from each of 200 points equally spaced <br />along the ground surface between x = 75.2 ft <br />and x = 105.2 ft <br />Each surface terminates between x = 340.0 ft <br />and x = 360.0 ft <br />Unless further limitations were imposed, the minimum elevation <br />at which a surface extends is y = 190.0 ft <br />* * * * * DEFAULT SEGMENT LENGTH SELECTED BY XSTABL * * * * * <br />9.0 ft line segments define each trial failure surface. <br />ANGULAR RESTRICTIONS : <br />The first segment of each failure surface will be inclined <br />within the angular range defined by : <br />Lower angular limit -45.0 degrees <br />Upper angular limit -1.0 degrees <br />Factors of safety have been calculated by the <br />* * * * * SIMPLIFIED BISHOP METHOD <br />Page 3