EI 02C097
01 Jul 97
Table C-5 (Continued)
NEGATIVE UPWARD DISPLACEMENT
TOP LOAD
TOP MOVEMENT
BASE LOAD
BASE MOVEMENT
POUNDS
INCHES
POUNDS
INCHES
-0.18590E+05
-0.37138E-02
0.00000E+00
0.00000E+00
-0.31134E+05
-0.16708E-01
0.00000E+00
-0.10000E-01
-0.43689E+05
-0.29706E-01
0.00000E+00
-0.20000E-01
-0.68793E+05
-0.55704E-01
0.00000E+00
-0.40000E-01
-0.11899E+06
-0.10770E+00
0.00000E+00
-0.80000E-01
-0.21806E+06
-0.21160E+00
0.00000E+00
-0.16000E+00
-0.38024E+06
-0.41089E+00
0.00000E+00
-0.32000E+00
-0.61240E+06
-0.78911E+00
0.00000E+00
-0.64000E+00
-0.69610E+06
-0.14531E+01
0.00000E+00
-0.12800E+01
-0.69610E+06
-0.27331E+01
0.00000E+00
-0.25600E+01
-0.69610E+06
-0.52931E+01
0.00000E+00
-0.51200E+01
-0.69610E+06
-0.10413E+02
0.00000E+00
-0.10240E+02
-0.69610E+06
-0.20653E+02
0.00000E+00
-0.20480E+02
-0.69610E+06
-0.41133E+02
0.00000E+00
-0.40960E+02
-0.69610E+06
-0.82093E+02
0.00000E+00
-0.81920E+02
-0.69610E+06
-0.16401E+03
0.00000E+00
-0.16384E+03
STRUC LOAD(LB)
SOILP(PSF)
ACTIVE DEPTH(FT)
-300000.
0.00
50.00
BELL RESTRAINT(LB)=
44915.44
FIRST ESTIMATE OF PULLOUT RESTRAINT(LB)=
541894.31
LOAD-DISPLACEMENT BEHAVIOR
INITIAL BASE FORCE(LBS)=
-788275.25
DISPLACEMENT(INCHES)=
-0.2475
FORCE=
-66776819
POUNDS
DISPLACEMENT(INCHES)=
-0.4975
FORCE=
-532357.44
POUNDS
DISPLACEMENT(INCHES)=
-0.6525
FORCE=
-449443.94
POUNDS
INTERATIONS=
262
DEPTH(FT)
LOADS(LB)
SHAFT MVMT(IN.)
SOIL MVMT(IN.)
0.00
-0.32427E+06
-0.88276
-11.94514
1.00
-0.33520E+06
-0.87985
-10.67843
2.00
-0.34613E+06
-0.87685
-9.72980
3.00
-0.35706E+06
-0.87385
-8.92906
4.00
-0.36799E+06
-0.87055
-8.22575
5.00
-0.37892E+06
-0.86726
-7.59519
6.00
-0.38985E+06
-0.86387
-7.02274
7.00
-0.40078E+06
-0.86039
-6.49865
8.00
-0.41171E+06
-0.85681
-6.01600
9.00
-0.42264E+06
-0.85313
-5.56958
10.00
-0.43357E+06
-0.84936
-5.15537
11.00
-0.44450E+06
-0.84549
-4.77014
12.00
-0.45543E+06
-0.84152
-4.41124
13.00
-0.46636E+06
-0.83746
-4.07648
14.00
-0.47729E+06
-0.83330
-3.76401
15.00
-0.48822E+06
-0.82904
-3.47223
16.00
-0.49915E+06
-0.82469
-3.19976
(Sheet 2 of 3)
C-14
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