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1 .---- SCC._,\ ( \ 00, -- <br /> Input File Version = 311 <br /> Broadway - South <br /> °LLLCCCCCLCCCCCCCCCCCCCCtetX, <br /> General Data . <br /> CCCCCCCLCCLCLCCCCLCCCLCCCCCLLLCCCCCCCCCCCCCtto <br /> File Indentifier :t BROADS.GNI <br /> 5 Unit weight of water i 62.4 <br /> f Base depth for analysis 5 24.0 <br /> Seismic Coefficient : 0.0 <br /> t Minimum Base Exit Angle -10.0 <br /> X Search limit (left) '. 100.02 <br /> X Search limit (right) -t- 112.0 I <br /> E Number of slip circles 5 250 . <br /> No. of slip circle exits t 20 <br /> YLCLLLCCCLLCCCLCCLLLLLLLCCtacCCCCCCCCCCLCCCLL'' <br /> °CLCLCLLCCCLLLCCCLCCCCCCCCCC.CCCCLLCLCCCCLCCCCCCCCe> <br /> LRFD and Safety Factor Data . <br /> CCLCLCCCCCCLCCLCLCCCCCCLLCCCCCCLtLLLCCCCCCLCCCCCCCCCLLCCLC>> <br /> : Analysis Mode: (L)RFD or (S)LD (specify L or S) : S <br /> CC SLD Safety and Strength Factors (mode S only) cecLLCLCC' <br /> FS for Soil Cohesion : 1.35 <br /> .• FS for Soil Friction I 1.35 . <br /> .• Strength Factor for Head Strength : 0.67 . <br /> 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) ceccccccccc cccteccct.CL' <br /> [ LF for Unit Weight of Water t 1 . <br /> LF for Unit Weight of Soil '. 1.35 '. <br /> LF for Surcharge Loads 5 1.75 <br /> LF for Seismic Loads ? 1 <br /> CC LRFD Resistance Factors (mode L only) tccctcCCCtcccczcc' <br /> RF for Soil Cohesion 5 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 /> CettCLCLCCLCCCLCLCCLCCCLCCCCCCCCLLCCCLCCLCLLLLLCC°CCCCLCL''? <br /> °CCCCCLCCCCCCCLCCCCCCCCCCCC"CCCCCCCCCCOCCCCCCCCCCC)> <br /> PIEZOMETRIC DATA : X-Value :Piez. Level: <br /> CLCCLLCLCCCCCLCCCCCCCCCCCCCLCCLLCCLettaccCCLLCLCCC' <br /> Point 1 : 100.01 : 3ta. ' <br /> Point 2 '. 115 : 3 $ <br /> Point 3 3 STD A .CO `� t � <br /> Point 4 5 - 4. O;WAS ) 'f' jv <br /> Point 5 t C 4 `V ,11).2, ` ' <br /> Point 6 ;,-)y <br /> Point 7 *4 <br /> e <br /> 6 lit <br /> f Point 8 e T+.- <br /> Point 9 t <br /> Point 10 "\ �(0 v..: c • <br /> `.'LCCCCCCCCCCCCCCCCCLCCCLCLC"LCCLCCCCCC''CCCCCCCCCCC°'S �`�� 1.•�., ��!° T. 'Z� 1i �:.` <br /> �� ✓ <br /> °CCCLLLLCCCLLLCCCLCCLCLLe° `� ..�y>v <br /> . Nodal Data <br /> CCCCCCCtOettttttOttCCCCCatttetttCOCCCCCCC"CCCCCCC`OCLCLCCC"CCCCCCC"CLCCCCC» <br />