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VERTICAL ANALYSIS Frgure 1 <br />'rtut <br />Loads: <br />Load Factor for Venical Loads= 1.0 <br />Load Factor for Lateral Loads= 1.0 <br />Loads Supported by Pile Cap= 0 % <br />Shear Condition: Static <br />rl <br />l.l (with Load Factor) <br />Vertical Load, Q= 50.0 -kp <br />t- <br />I <br />i <br />L <br />Profile: <br />Pile Lenglh, L= a2.O 1 <br />Top Height, H= 0 Jt <br />Slope Angle, As= 0 <br />Batter Angle. Ab- 0 <br />t.' Zero Friction ' <br />Zero Friction Starl: 0 -tt End: 4.5 Jt <br />' Negative Friction ' <br />Negalive F.ictaon Slart 29.5 -lt End: 32 <br />Negative Friclion Stad: 45 5 -lt End:50 <br />tt with Factor '1 <br />ft with Factor 1 <br />Drilled Shaft (dia >24 in. or 61 cm) <br />Soil Data: <br />Depth Gamma-it -rbif3 <br />0 120.0 <br />4.5 107.0 <br />7 120.0 <br />1t 111.0 <br />24 5 127 .0 <br />32 123.0 <br />37 130.342 133.4 <br />44 5 131.2 <br />P le Da ta: <br />width <br />1n <br />.rb <br />Phr c <br />-kglt2 <br />0.69 <br />0.00 <br />0.69 <br />0.00 <br />1.04 <br />079 <br />1.40 <br />295 <br />160 <br />K <br />-rb/i3 <br />116.0 <br />16.4 <br />116.0 <br />29.7 <br />236.2 <br />149.5 <br />369 0 <br />1009.5 <br />445 6 <br />e50 or Dr <br />'t.25 <br />20.99 <br />1.25 <br />28.23 <br />0.98 <br />115 <br />0.81 <br />o52 <br />o.75 <br />Nspt <br />6 <br />5 <br />6 <br />8 <br />8 <br />6 <br />11 <br />24 <br />'t3 <br />Depth <br />-ft <br />00 <br />42.4 <br />Area <br />-inz <br />1017 9 <br />Per <br />'in <br />1131 <br />I <br />-in4 <br />82448.0 <br />E <br />-kpli2 <br />3000 <br />Welght <br />-kpfi <br />1.0600.0 <br />30.0 <br />0.0 <br />300 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Vcrtical Capacily <br />Weight above Ground- 0 00 Total Weight:44.52-kp 'Soil Weight is not included <br />Srde Resislance (Down): 241 953-kp Side Resislance (Up)= 269 625-kp <br />Tip Resistance (Down)= 119.683-kp Tip Resistance (Up)= 0.000-kp <br />folal Ullimate Capac(y (Down) Qull= 361 636 kp Total Ulhmate Capacity (Up)= 314 145-kp <br />TolalAllowable Capacily (Down) Oallow= 160.871-kp TotalAllowable Capacity (Up) Oallow= <br />OKr Qallow > O <br />179 333-kp <br />Seltlemenl Calclrlalrod I <br />Al O= 50.00-kp Setllernenl= 0.0151g-in <br />At Xallow= 1 00'in O= 314 40695-kp <br />Nole ll the i-.rogranr caonot llnd a reslrll or lhe resolt exceeds lhe upper Imit The resull wrll be djsplayed as 99999 <br />Ir L civilrech <br />Software <br />Makena - Santa Ana - Pylon Sign <br />36-in-dia <br />-I --:r