EI 02C097
01 Jul 97
Table C-7 (Continued)
NEGATIVE UPWARD DISPLACEMENT
TOP LOAD
TOP MOVEMENT
BASE LOAD
BASE MOVEMENT
POUNDS
INCHES
POUNDS
INCHES
-0.19877E+05
-0.38437E-02
0.00000E+00
0.00000E+00
-0.44463E+05
-0.18937E-01
0.00000E+00
-0.10000E-01
-0.69052E+05
-0.34038E-01
0.00000E+00
-0.20000E-01
-0.11821E+06
-0.64239E-01
0.00000E+00
-0.40000E-01
-0.21272E+06
-0.12447E+00
0.00000E+00
-0.80000E-01
-0.31375E+06
-0.22746E+00
0.00000E+00
-0.16000E+00
-0.36937E+06
-0.40225E+00
0.00000E+00
-0.32000E+00
-0.36937E+06
-0.72225E+00
0.00000E+00
-0.64000E+00
-0.36937E+06
-0.13623E+01
0.00000E+00
-0.12800E+01
-0.36937E+06
-0.26423E+01
0.00000E+00
-0.25600E+01
-0.36937E+06
-0.52023E+01
0.00000E+00
-0.51200E+01
-0.36937E+06
-0.10322E+02
0.00000E+00
-0.10240E+02
-0.36937E+06
-0.20562E+02
0.00000E+00
-0.20480E+02
-0.36937E+06
-0.41042E+02
0.00000E+00
-0.40960E+02
-0.36937E+06
-0.82002E+02
0.00000E+00
-0.81920E+02
-0.36937E+06
-0.16392E+02
0.00000E+00
-0.16384E+03
STRUC LOAD(LB)
SOILP(PSF)
ACTIVE DEPTH(FT)
150000.
0.00
50.00
BELL RESTRAINT(LB)=
44915.44
LOAD-DISPLACEMENT BEHAVIOR
POINT BEARING(LB)=
37465.96
DEPTH
LOAD TRANS
TOTAL LOAD
COM OF INCR
TOTAL MVMT
ITER
FEET
POUNDS
POUNDS
INCHES
INCHES
0.49500E+02
0.35018E+04
0.40968E+05
0.34571E-03
0.82732E-01
2
0.48500E+02
0.35181E+04
0.44486E+05
0.37665E-03
0.83108E-01
2
0.47500E+02
0.35358E+04
0.48022E+05
0.40775E-03
0.83516E-01
2
0.46500E+02
0.35550E+04
0.51577E+05
0.43900E-03
0.83955E-01
2
0.45500E+02
0.35756E+04
0.55152E+05
0.47043E-03
0.84425E-01
2
0.44500E+02
0.35976E+04
0.58750E+05
0.50205E-03
0.84928E-01
2
0.43500E+02
0.36210E+04
0.62371E+05
0.53386E-03
0.85461E-01
2
0.42500E+02
0.36459E+04
0.66017E+05
0.56589E-03
0.86027E-01
2
0.41500E+02
0.36722E+04
0.69689E+05
0.59815E-03
0.86625E-01
2
0.40500E+02
0.37000E+04
0.73389E+05
0.63064E-03
0.87256E-01
2
0.39500E+02
0.32524E+04
0.76641E+05
0.66129E-03
0.87917E-01
2
0.38500E+02
0.32804E+04
0.79921E+05
0.69008E-03
0.88607E-01
2
0.37500E+02
0.33096E+04
0.83231E+05
0.71913E-03
0.89327E-01
2
0.36500E+02
0.33400E+04
0.86571E+05
0.74844E-03
0.90075E-01
2
0.35500E+02
0.33717E+04
0.89943E+05
0.77802E-03
0.90853E-01
2
0.34500E+02
0.34046E+04
0.93347E+05
0.80789E-03
0.91661E-01
2
0.33500E+02
0.34378E+04
0.96786E+05
0.83805E-03
0.92499E-01
2
0.32500E+02
0.34741E+04
0.10026E+06
0.86852E-03
0.93368E-01
2
0.31500E+02
0.35107E+04
0.10377E+06
0.89931E-03
0.94267E-01
2
(Sheet 3 of 4)
C-18