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Input File Version = 311 . <br /> Broadway - East <br /> °CCCLCLLCCCCLCCCCCCCCCLCLCL» <br /> General Data <br /> CCCCCCCCCtttetccCCCCCCCCCCCCCCCCCCCCCLCCLCCC& <br /> File Indentifier : BROADE.GNI . <br /> : Unit weight of water : 62.4 <br /> : Base depth for analysis : 16.0 : <br /> : Seismic Coefficient : 0.0 <br /> : Minimum Base Exit Angle . -10.0 . <br /> : X Search limit (left) : 100.02 . <br /> : X Search limit (right) ' 112.0 . <br /> I Number of slip circles : 250 . <br /> : No. of slip circle exits : 20 <br /> - <br /> LCCCLCCLCLCLtctcccLLCCCCCC"LCLCLcCCCcCLCCCCL" <br /> °CCCCCLLLCCCCCLLCLCLCCLLCCCLLCCCCCCCCCLCCCCCLCLCC& <br /> . LRFD and Safety Factor Data . <br /> ceceecccccccCCCCecCceccccccccccccccccccccccecccccCtccccccC» <br /> : Analysis Mode: (L)RFD or (S)LD (specify L or S) : L . <br /> se SLD Safety and Strength Factors (mode S only) etccccccc' <br /> FS for Soil Cohesion : 1.35 <br /> I FS for Soil Friction : 1.35 <br /> . Strength Factor for Head Strength : 0.67 . <br /> I Strength Factor for Nail Tendon Strength : 0.55 . <br /> Strength Factor for Nail Pullout Resistance : 0.5 . <br /> CC LRFD Load Factors (mode L only) tetecCCCCCL cccecccecc ' <br /> LF for Unit Weight of Water : 1 . <br /> • LF for Unit Weight of Soil : 1.35 . <br /> • LF for Surcharge Loads '. 1.75 : <br /> LF for Seismic Loads : 1 : <br /> ( CC LRFD Resistance Factors (mode L only) ccccccccctccccecc' <br /> RF for Soil Cohesion : 0.7 . <br /> ( RF for Soil Friction Angle 0.7 . <br /> . RF for Head Strength 0.7 : <br /> RF for Nail Pullout Resistance : 0.7 : <br /> • RF for Nail Tendon Strength 0.8 <br /> "CCCCC CCCCCCCC CC.CCCCCCCCCCCCCCCCCCCCLCCCCCCCCCCCCC"CCLLLCC.4 <br /> 5CLCLCLCCCCLLCLCLLCCCLLLLCC"CCLLCCLLLC"CCCCLLCLCC& <br /> : PIEZOMETRIC DATA : X-Value :Piet. Level: <br /> tcccccccctcccccccccccccccccEcccccccccctccccccceccC' F +-P - <br /> Point 1 et-- <br /> Point 2 : - c.% ,pND A co ` 3 fS� <br /> a.v �r Cl q Ij- <br /> Point 3 : ` 1%'��Stl <br /> . Point 4 : r. - " w• :: , Q `P �._ <br /> : Point 5 4 N .Q rI "i• o <br /> I Point 6 „� 5` Rt'Point 7 ,I, . g , R <br /> : Point 8 : : •. Point 9 : • : - A +601 S .9 �4:7 s, <br /> '• Point 10 : : I'r. �'ta I- i, <br /> ttCLLCLLLCCLCLCCCLCLCLLLLLLCLLLCCCttotCLCCCLCttel `M) 4Q?c 4 <br /> r <br /> P <br /> Yl <br /> °CCCCCCCCCCCCCCCCCCCtttCC>> <br /> . Nodal Data <br /> CCCCttetOtCCCCCCaccteccC'-'t.CCCCCCCOCCCCCCC3CCCCtttaatCCCCCCACCCCCCC"CCCCCCC> <br />