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FINITE-DIFFERENCE PAP-~%METERS NUMBER OF PILE INCREMENTS <br /> DEFLECTION TOLER3~NCE ON DETERMINATION OF CLOSURE <br /> MAXIMUM NUMBER OF ITERATIONS ALLOWED FOR PILE ANALYSIS <br /> MAXIMUM ALLOWABLE DEFLECTION <br /> <br />36 <br />.100D-05 IN <br /> 100 <br /> .60D+03 IN <br /> <br />OUTPUT CODES <br /> KOUTPT = <br /> KPYOP = <br /> INC = I <br /> <br />DEPTH DIAM <br />IN IN <br />60.00 60.000 <br /> <br /> C CAVG <br />LBS/IN**2 LBS/IN**3 <br /> .69D+01 .69D+01 <br /> Y <br /> IN <br /> .000D+00 <br /> .226D+01 <br /> .452D+01 <br /> .679D+01 <br /> .905D+01 <br /> .113D+02 <br /> .136D+02 <br /> .158D+02 <br /> .181D+02 <br /> .204D+02 <br /> .226D+02 <br /> .249D+02 <br /> .271D+02 <br /> .294D+02 <br /> .317D+02 <br /> .339D+02 <br /> .424D+02 <br /> <br />GAMMA AVG <br />LBS/IN**3 <br /> .58D-01 <br /> P <br /> LBS/IN <br /> .000D+00 <br /> 103D+04 <br /> 122D+04 <br /> 135D+04 <br /> 145D~04 <br /> 153D+04 <br /> 161D+04 <br /> 167D+04 <br /> 173D+04 <br /> 178D+04 <br /> 182D+04 <br /> 187D+04 <br /> 191D+04 <br /> .195D+04 <br /> .198D+04 <br /> .202D+04 <br /> .202D+04 <br /> <br /> ES0 <br />.700D-02 <br /> <br />DEPTH DIAM <br />IN IN <br />188.00 60.000 <br /> <br /> C CAVG GAMMA AVG <br />LBS/IN**2 LBS/IN**3 LBS/IN**3 <br /> <br />.40D+01 <br /> Y <br /> IN <br />.000D+00 <br /> 646D+01 <br /> 129D+02 <br /> 194D+02 <br /> 258D+02 <br /> 323D+02 <br /> 388D+02 <br /> 452D+02 <br /> 517D+02 <br /> 582D~02 <br /> 646D+02 <br /> 711D+02 <br /> 775D+02 <br /> .840D+02 <br /> .905D+02 <br /> .969D+02 <br /> .121D+03 <br /> <br />.40D+01 .58D-01 <br /> P <br /> LBS/IN <br /> .000D+00 <br /> .110D+04 <br /> .131D+04 <br /> .144D+04 <br /> .155D+04 <br /> .164D+04 <br /> .172D+04 <br /> .179D+04 <br /> .185D+04 <br /> .190D+04 <br /> .195D+04 <br /> .200D+04 <br /> .204D+04 <br /> .208D+04 <br /> .212D+04 <br /> .216D+04 <br /> .216D+04 <br /> <br /> E50 <br />.200D-01 <br /> <br /> <br />