EI 02C097
01 Jul 97
Table C-7 (Continued)
ELEMENT
NO OF SOIL
1
1
2
1
.
1
.
1
40
1
41
2
42
2
.
2
.
2
50
2
E SHAFT(PSF) AND DEPTH(FT):
0.433E+09
0.00
0.433E+09
50.00
BEARING CAPACITY=
549778.69
POUNDS
DOWNWARD DISPLACEMENT
TOP LOAD
TOP MOVEMENT
BASE LOAD
BASE MOVEMENT
POUNDS
INCHES
POUNDS
INCHES
0.43825E+06
0.36209E+00
0.10946E+06
0.24071E+00
0.47316E+06
0.46787E+00
0.13882E+06
0.33163E+00
0.50252E+06
0.57771E+00
0.16817E+06
0.42854E+00
0.53187E+06
0.69319E+00
0.19753E+06
0.53108E+00
0.56122E+06
0.81401E+00
0.22688E+06
0.63896E+00
0.59058E+06
0.93992E+00
0.25624E+06
0.75193E+00
0.61993E+06
0.10707E+01
0.28559E+06
0.86977E+00
0.64929E+06
0.12061E+01
0.31494E+06
0.99228E+00
0.67864E+06
0.13461E+01
0.34430E+06
0.11193E+01
0.70800E+06
0.14904E+01
0.37365E+06
0.12507E+01
0.73735E+06
0.16389E+01
0.40301E+06
0.13862E+01
0.76671E+06
0.17945E+01
0.43236E+06
0.15259E+01
0.79606E+06
0.19481E+01
0.46172E+06
0.16695E+01
0.82541E+06
0.21085E+01
0.49107E+06
0.18170E+01
0.85477E+06
0.22727E+01
0.52042E+06
0.19682E+01
0.88412E+06
0.24405E+01
0.54978E+06
0.21231E+01
(Sheet 2 of 4)
C-17
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