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E'JTrP "^:IT WEIGHT '7= ldFi1ER =_.9 <br />~^'TE!? METHOD COPE FOft FACTOR OF SAFETI': <br />~~ = M1IDRMAL METHOD <br />-?-= SIMPLIFIED E'ISHOP METHOD?1 <br />•-hIUMBER-O F- SLICES:- 10--- --- - - -- --- - <br />~ s ADDITIONAL RADII: ? <br />SEISMIC COEFFICIENT: .000 <br />-~.ALLEST-SLICE-MIN DEPTH: .,i00 <br />~ L'hIIT IdEIGHT OF WATER: G2. 400 <br />PJD SEEPAGE <br />-ARID --- - - - - - - <br />~ F.S.DETERMIPJED 2.1' SIMPLIFIED BISHOPS METHOD <br />-APE-THESE!'ALUES--0K3-(a'-/~fa?a'- ------ - - - - - <br />~ rnlrcP " COORD OF GRIP PT 1?-?'?n <br />EDtTER Y CDORP DF GRIP PT i?rggn <br />G- <br />F_N7c~ " r-OORD-OF-GRID-PT °-?=~~~n- - - -- - -- <br />C EriTER Y CDORD OF GRID PT 2?G850 <br />ENTEP. " CDORP OF GRID PT 3?inn <br />- Fr' FP~'~.ODRI)-OF r,RSD~-~~2G850 - <br />~ EPJTER NO. OF DIVISIONS BETIJEEN PTS 1 & ~, (1 T^ 10) <br />(~ '" <br />~-'` ENTER N0. OF DI!ISIONS BETWEEN PTS ? L 3, (1 TD 10) <br />- ~~ <br />ENTER `: STEP SIZE?100 <br />'~ EMTEP. Y STEP SIZE?50 <br />~- s <br />'~ GRID POINT COORDINATES; <br />-100.000 G950.000 <br />'' 100.000 6850.000 <br />-~ ~ # OF DIVISIONS ARE 2 AND ? <br />': `~ ~r~P-SIDE,-100_-0[,n -- <br />'' Y STEP SIZE: 50.000 <br />`~ AUTOMATIC SEARCH FOLLOWS AFTER GRID <br />ARE THESE !'ALOES OK? (Y/N)?Y <br />C <: <br />c - ~ - --- <br />"i xbxi WARNING AT NEY,T CENTER ### <br />C''i WHEN RADIUS IS 201.556 CENTER OF CIRCLE LIES <br />~_--~ELOW~;RDUNDLSNE~R~ IRCLE ~JOES~JO~~NTERCEP-T <br />GROUND LINE PftOPERLI' OR CIRCLE CUTS SLOPE SLIGHTLI' <br />SO A LARGE F.S. IS ASSIGNED <br />~' AT. POINT -100.000 6950.000, UNDER SEEPAGE 1 <br />THE RADIUS AND CORRESPONDING FACTOR OF SAFETY ARE: <br />----.-.--- 201 .SSE##########- ----- -- - Z-9-,.-_ - - <br />~ LOWEST FACTOR OF SAFETI' IS########## ' v ~ y D ~~"~'~ <br />