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VERTICAL ANALYSIS Fiqure 1 <br />Loads; <br />I oad Faclor for Vertical Loads= 1 0 <br />Load Factor tor Lateral Loads= 1.0 <br />Loads Supported by Pile Cap:0 % <br />Shear Condilioo: Static <br />1: <br />(wilh Load Faclor) <br />Verlical Load, Q: 50.0 -kp <br />a _]-4 <br />Profile: <br />Pile Length. L= 42.0 Jt <br />Top Height. H= 0 Jt <br />Slope Angle. As= 0 <br />Batter Angle, Ab= 0 <br />' Zero Friction ' <br />Zero Friction Start: 0 -ft End:4 5 Jl <br />' Negative Friction ' <br />Negative Friction Start: 29.5 -ft End: 32 -ft with Factor: 1 <br />Negative Friction Starl: 45.5 Jt End: 50 -ft with Factor: 1 <br />D <br />Drilled Pile (dia <=24 in. or 61 cm) <br />Soll Data: <br />Depth Gamma Phr c <br />-kpi't2 <br />0.69 <br />0.00 <br />0.69 <br />000 <br />1.04 <br />079 <br />140 <br />2.95 <br />1.60 <br />K <br />-tb/i3 <br />116.0 <br />16 4 <br />116.0 <br />?9.7 <br />236.2 <br />149.5 <br />369.0 <br />1009 5 <br />445.6 <br />e50 or Or <br />1 .25 <br />20.99 <br />1 .25 <br />28.23 <br />098 <br />1.15 <br />0.81 <br />0.52 <br />o.7 5 <br />Nspt <br />6 <br />5 <br />6 <br />8 <br />8 <br />6 <br />11 <br />24 <br />13 <br />Pile Data: <br />Depth Widlh <br />Jt -in <br />0.0 24 <br />42.0 <br />Area <br />-i12 <br />452.4 <br />Per. <br />-tn <br />754 <br />I <br />-rn4 <br />16286.0 <br />E <br />-kpli2 <br />3000 <br />Weigh <br />-kPf <br />0.471 <br />-it <br />0 <br />4.5 <br />7 <br />17 <br />24.5 <br />42 <br />44.5 <br />rb/f3 <br />120.0 <br />107.0 <br />120.0 <br />11 ',t .0 <br />127 .0 <br />123.0 <br />'t30.3 <br />133.4 <br />131 2 <br />0.0 <br />30.0 <br />0.0 <br />30.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />00 <br />Vertical Capacily: <br />Weight above Ground= 0.00 Total Weight= '19.78-kp 'Soil Weight is noi included <br />Sade Resistance (Oown)= 161.304-kp Side Resistance (Up)= 179.750-kp <br />Tip Resistance (Down)= 50 011-kp Trp Resislance (Up)= 0.000-kp <br />lotal Ullrmale Capacrly (Down) Qull=211.315-kp Total Ultimale Capacity (Up)= 199.532-kp <br />Totat Allowable Capacity (Down) Oallow= 97 .322-kp Total Allowable Capaclty (Up) Oallow= 109 657-kp <br />OK! Qallow > O <br />Seltlemenl Calculatron <br />Al O. 50 00-kp Settlement= 0 02135-in <br />At Xallow= 1 00-in Q= 177.92862-kp <br />Note: f the program cannot find a result or the resoll exceeds the upper hmrl fhe resull wrli be displayed as 99999 <br />H I CivilTech <br />Software <br />Makena - Santa Ana - Pylon Sign <br />24-in-dia <br />-_L <br />I