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cOS 16TI Driven apSo <br />APILE for windows, version 2018.8.1 <br />Serial Nunber : 15I531736 <br />A Program for Analyzing the Axial Capacity <br />and Short-term Set!lemeDt of Driven Piles <br />under Axial Loading.(c) copyright ENsoFT, Inc., 1987-2015 <br />AII Rights Reserved <br />This program rs Iicensed to <br />Geotechnical Solutlons, Inc <br />I !vj. ne, Cali.fo!nia / USA <br />P.th lo file localioDs : <br />Savior\Driven PiIe Analsis - Axial\ <br />Name of input data frle <br />Name of output f ile <br />Name of plot output lrle <br />cos_15T1 <br />cos_15T1 <br />c0s_r 6T1 <br />D!rven. apBd <br />D!iven. apEo <br />D!iven. apSp <br />z: \2018 Projects\New Plojects\D-3885-05 christ our <br />Time and Date of Analysis <br />Chrrst Our Savior Buildings, 16-inch Squale Concelete Prle, Tension <br />DES IGNER : DXS <br />JOB NUMBER : SC-48{0-06 <br />Date: July 11, 2 018 <br />INPUT INFORMATION <br />}IETHOD FOR UNIT LOAO TRANSFERS <br />PILE TYPE : <br />Precast concrete pile ( S qua re /RectanguIar /Orthogona I ) <br />DATA gOR AXIAL S?IFENESS : <br />Tirne: 15: 4l :45 <br />API RP 2A (funerican Petroleum Institute) <br />Unfactored tlnit Side Erictron and Unit Side Resistance are used <br />COI{PUTATION METHOD{S} FOR PILE CAPACITY : <br />- API RP 2A (Anerican Petroleum Iostitute) <br />TYPE OF LOADING : <br />- TENSION <br />REDUCTION FACTOR FOR TENSION LOADING 0.50 <br />MODULUS OE ELASIICITY <br />CROSS SECTION AREA <br />= 0.290E+ 0 9 PSr <br />= 256.00 rN2 <br />NONCIRCULAR PILA PROPERTIES <br />Page I <br />1 <br />u <br />I <br />I <br />T <br />I <br />T <br />T <br />I <br />I <br />u <br />I <br />I <br />I <br />I <br />u <br />n <br />I <br />t <br />T