Laserfiche WebLink
VERTICAL ANALYSIS Frgure 1 <br />:l i'l <br />Loads: <br />Load Faclor lor Verlical Loads= 1.0 <br />Load Factor fo, Laleral Loads= 1.0 <br />Loads Supported by Pile Cap= 0 7o <br />Shear Condition: Stalic <br />|-1 <br />ti (wilh Load Fac{or) <br />Vertical Load, O= 50.0 -kp <br />!- <br />! <br />! <br />L <br />Profile: <br />Pile Length, l= 42.0 I <br />Top Height, tl= 0 -fl <br />Slope Angle As= 0 <br />Batter Angle, Ab= 0 <br />\ <br />;;^ <br />' Zero Friction ' <br />Zero Friclion Slart: 0 -ll Endr 4.5 Jt <br />' Negative Friction ' <br />Negalave Friction Start 29 5 -ll End: 32 -ft <br />Negative Friction Slart, 45.5 Jt End: 50 -ft <br />with Factor 1 <br />wrlh Factor 1 <br />Drilled Shafl (dia >24 in. or 61 cm) <br />Soil Oata: <br />Deplh Gamma-fr ,lb,f3 <br />0 120.0 <br />4.5 107.0 <br />7 120.0 <br />17 111.0 <br />24 5 127.0 <br />32 123.0 <br />37 130 3 <br />42 133.4 <br />44 5 131.2 <br />Phr c <br />-kplt2 <br />0.69 <br />0.00 <br />0.69 <br />0.00 <br />1.04 <br />079 <br />140 <br />160 <br />K <br />-rbti3 <br />116.0 <br />16.4 <br />1160 <br />236.2 <br />149 5 <br />369 0 <br />1009.5 <br />,145 5 <br />e50 or Dr <br />20.99 <br />0.98 <br />115 <br />0.81 <br />052 <br />0.75 <br />Nspt <br />Plle Data: <br />Depth Width <br />-fl -rn <br />00 36 <br />42.4 <br />Area <br />-in2 <br />1017I <br />Per. <br />-in <br />1131 <br />I <br />-in4 <br />82448.0 <br />E <br />-kpli2 <br />3000 <br />Werght <br />-kptl <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 />6 <br />6 <br />8 <br />I <br />6 <br />11 <br />24 <br />13 <br />Vcrtical Capacityi <br />Werght above Grourld= 0.00 Total Weight;44.52-kp 'Soil Werghl is nol included <br />Side Reslslance (Down)- 241 953-kp Side Resislance (Up)= 269 625'kp <br />Tip Resistance (Down)= 119.683-kp Tip Resistance (Up)= 0 000-kp <br />Iolal Uhimate Llapacity (Down) Oull= 361 636-kp Total Ultrmate Capacaty (Up)- 314.145-kp <br />Total Allowable Capaclty (Down) Qallow= '160.871-kp Total Allowable Capacity (Up) Oallow- <br />OKr Oallow > O <br />179 333-kp <br />Selllement Calculalror): <br />Al O= 50.00-kp Setllemenl= 0.0151g-in <br />Al Xallow- 1 00-in O= 314 40695-kp <br />Nole ll lhe progranl car)nol lind a resirlt orlhe resull exceeds the upperllmit fhe resullwrll be drsplaycd as 99999 <br />l+I <br />. <br />CivilTech <br />Softwa re <br />Makena - Santa Ana - Pylon Sign <br />36-in-dia <br />I <br />I <br />I\ <br />I