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— \A)e<5.\---130-_.\\ <br /> Input File Version = 311 <br /> Broadway - West <br /> ^CCCCCLCCLCCCCCLLLLLLLCLCC& <br /> General Data <br /> LCCCCLCLLCLLCLLLLLCLLCCCCCLLLLLLCLLLCCCLLCLLL>> <br /> File Indenti£ier BROADW.GNI <br /> Unit weight of water l 62.4 : <br /> Base depth for analysis l 24.0 <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 /> : Number of slip circles : 250 . <br /> l No. of slip circle exits : 20 . <br /> ` etttCLLCLCCCLLLLCCLCCLCCU ttLLLCCCCCCCLLLtel <br /> "LLLCLCCCCLtettutCCLCLLLCCCLLLLLLcteCLCCCCLLLLLL& <br /> : LRFD and Safety Factor Data <br /> LLLLtLLCLLCLLLLLLtccccecCCCCLCLCLttttcce CLCLLLLLLLz.LCCLCCCI> <br /> : Analysis Mode: (L)RFD or (S)LD (specify L or S) : L : <br /> cc SLD Safety and Strength Factors (mode S only) etctecCCc' <br /> . FS for Soil Cohesion : 1.35 . <br /> .• FS for Soil Friction : 1.35 <br /> .• Strength Factor for Head Strength l 0.67 : <br /> . Strength Factor for Nail Tendon Strength : 0.55 . <br /> . Strength Factor for Nail Pullout Resistance : 0.5 <br /> ( LRFD Load Factors (mode L only)LL Y LLCLLLCCCCCCCLLLLCLCLLL' <br /> LF for Unit Weight of Water : 1 . <br /> : LF for Unit Weight of Soil t 1.35 I <br /> .• LF for Surcharge Loads : 1.75 . <br /> : LF for Seismic Loads : 1 . <br /> LL LRFD Resistance Factors (mode L only) LCCLLLLCCLCLLCCLC' <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 /> `-tLLLLCCLCLCCLCCLLLLCCCLCCCLCLLCCCLCCCCCCLLCLLLLLLtottCLLCC' <br /> °CLLCCCCtttetteLLCLLCCCCCtt"CCLLLLLCCL'=CCLCLCLLLLC» <br /> : PIEZOMETRIC DATA l X-Value lPiez. Level: <br /> CLLCCCCCLLCCCLCLLLLLLCLLLCCC.LLttccettCtCCCCLCCCCLL' <br /> Point 1 : 100.01 10 s ' " <br /> . Point 2 : 115 : 10 : / ` h(}PW A CQG s3 IS� <br /> . Point 3 : :, „� a tiVAS <br /> . Point 4 a H Ft� �� .�1. <br /> Y l � <br /> . Point 5 : ,e t.^ ff4:�l - <br /> Point 6 : ' `'l (r v <br /> Point 7 : y ,. <br /> Point 8 : S�'^ ( , <br /> Point 9 " 36018 /4 <br /> Point 10 : : : <br /> ` S /S'f SR' `,S z <br /> tttLCCLLLCCLCLLLLLCLLLCLLC"CCCLLLCeccoCCLLLLLLCLL' 4 ' 4/ �,' <br /> - U V v <br /> °CCLLLLCCLLCLLLtLCCCCCCt& <br /> Nodal Data . <br /> L•LLCLCCt.`ccttLLL'-'CCCttteatLLLCCCC'=CCCCLLL"LCCCCCe6aCLLCCLC"LCCLLLL`tLCLCCL& <br />