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APILE for Wj.ndolrs. version 2018,8,1 <br />Seri.al Number : 1516 317 3 5 <br />A Prograrn for Analyzj.ng the Axial Capacity <br />and Short-tern Settlenent of D!iven Pi,1es <br />under Axial Loading-(c) Copyright ENSOrT, Inc., 1987-2015All R:.ghts Reserved <br />This program is licensed to <br />GeotecbnicaL Solutions, Inc.Irvine, CaIi fornia / USA <br />Path Eo file ]ocations i <br />savior\Driven Pi.1e Analsis - Axial\ <br />Nane of inpu! data file <br />Name of output f rIe <br />Name of plot output file <br />cos-16c1 <br />co5_16C1 <br />cos 16c1 <br />Driven <br />Driven <br />Drlven <br />apEd <br />aPSo <br />apSp <br />z: \2018 Projecrs\Ne!,, Projects\D-3885-05 chrisl our <br />Time and Date of Analysis <br />Date: July 11, 2 01.8 <br />INPUT INFORMATION <br />Time: 15:4 2:35 <br />Christ Our Savior Buildings, 16-inch Square Conceret€ PiIe, Compressro <br />DESIGNER : DXS <br />.lOB NUMaER ; SC-48a0-06 <br />API RP 2A (Amerrcan Petrolelrm Institute) <br />Unfactored Unit Side Eriction and Unit Side Resistance are used <br />COMPU?ATION METHOD(S) FOR PILE CAPACITY : <br />- API RP 2A (American Petroleutlr Institute) <br />TYPE OF LOADING <br />- COMPRESSION <br />PILE TYPE : <br />Precast conclete pile ( Square/RectanguLar/Orthogonal ) <br />DATA EOR AXIAL STIFFNESS : <br />MODULUS OF ELASAICITY <br />CROSS SECTION AREA <br />= 0.2908+09 PSr <br />- 255.00 rN2 <br />NONCIRCUIAR PILE PROPERTIES <br />- ?OTAL PIIE LENGTH, TL 60.00 ET <br />Page I <br />COS_I5C1 Driven. apSo <br />1 <br />METHOD FOR UNIT LOAD TRANSFERS :