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4 229 . 19 75 .21 <br /> 5 222 . 21 74 . 71 <br /> 6 215 . 22 74 . 42 <br /> 7 208 . 22 74 . 34 <br /> 8 201 . 22 74 . 47 <br /> 9 194 . 23 74 . 82 <br /> 10 187 . 25 75 . 38 <br /> 11 180 . 29 76 . 15 <br /> 12 173 . 36 77 . 14 <br /> 13 166 . 46 78 . 33 <br /> 14 159 . 61 79 . 73 <br /> 15 152 . 79 81 . 35 <br /> 16 146 . 03 83 . 16 <br /> 17 139 . 33 85 . 19 <br /> 18 132 . 70 87 .42 <br /> 19 126 . 13 89 . 84 <br /> 20 119 . 64 92 .47 <br /> 21 113 . 24 95 . 29 <br /> 22 106 . 92 98 . 31 <br /> 23 103 . 64 100 . 00 <br /> **** Simplified BISHOP FOS = 1 . 262 **** <br /> The following is a summary of the TEN most critical surfaces <br /> Problem Description : SHORES C-C ' SEISMIC <br /> FOS Circle Center Radius Initial Terminal Resisting <br /> (BISHOP) x-coord y-coord x-coord x-coord Moment <br /> (ft) (ft) (ft) (ft) (ft) (ft-lb) <br /> 1 . 1 . 262 209 . 13 304 . 19 229 . 86 250 . 00 103 . 64 1 . 150E+07 <br /> 2 . 1 . 265 226 . 11 348 . 33 274 . 88 275 . 91 108 . 31 1 . 357E+07 <br /> 3 . 1 . 326 194 . 62 311 . 85 240 . 32 250 . 00 81 . 19 1 . 731E+07 <br /> 4 . 1 . 353 222 . 66 364 . 27 289. 72 267 . 27 103 . 94 1 . 478E+07 <br /> 5 . 1 . 360 239 . 10 511 . 11 438 . 95 310 .45 85 . 30 2 . 937E+07 <br /> 6 . 1 . 375 222 . 48 375 . 88 301 . 23 267 . 27 101 . 56 1 . 580E+07 <br /> 7 . 1 . 378 245 . 20 431 .48 357 . 99 301 . 82 110 . 03 1 . 768E+07 <br /> 8 . 1 . 379 205 . 33 252 . 24 182 . 21 258 . 64 105 . 23 1 . 267E+07 <br /> 9 . 1 . 387 225 . 02 415 . 14 340 . 96 275 . 91 94 . 90 1 . 948E+07 <br /> 10 . 1 . 424 265 . 86 518 . 37 445 . 98 336 . 36 111 .42 2 . 285E+07 <br /> * * * END OF FILE * * * <br />