EI 02C097
01 Jul 97
Table C-5
Listing of Output for Pullent and Uplift Problem
EXPANSIVE SOILS
NMAT=
2
NEL=
50 DX=
1.00 FT
GWL=
40.00 FT
LO=
2
IQ (SHAFT INC)=
50
IJ
(NO. LOADS)=
16
I=
6
J=
0
K=
8
SOILP=
0.00 PSF
DS=
2.00 FT
DB=
5.00 FT
LOCAL SHEAR FAILURE AT BASE - LLL=
0
MAT
GS
EO
WO(%)
PS(PSF)
CS
CC
CO(PSF)
PHI
K
PM(PSF)
1
2.68
0.80
30.00
4800.
0.10
0.20
2000.
0.00
0.70
7000.
2
2.65
0.37
13.10
6000.
0.10
0.20
4000.
0.00
2.00
100000.
ALPHA=
0.90000
0.9000
ELEMENT
NO OF SOIL
1
1
2
1
.
1
.
1
40
1
41
2
42
2
.
2
.
2
50
2
REDUCTION FACTOR = 0.900
SHEAR MODULUS=
0.160E+06
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
0.24017E+06
0.17714E+00
0.10946E+06
0.99065E-01
0.34507E+06
0.26781E+00
0.13882E+06
0.15855E+00
0.45773E+06
0.37719E+00
0.16817E+06
0.23526E+00
0.58421E+06
0.50996E+00
0.19753E+06
0.33139E+00
0.71040E+06
0.66509E+00
0.22688E+06
0.44915E+00
0.82982E+06
0.84256E+00
0.25624E+06
0.59070E+00
0.92817E+06
0.10432E+01
0.28559E+06
0.75826E+00
0.97601E+06
0.12587E+01
0.31494E+06
0.95401E+00
0.10054E+07
0.14978E+01
0.34430E+06
0.11801E+01
0.10347E+07
0.17694E+01
0.37365E+06
0.14388E+01
0.10641E+07
0.20758E+01
0.40301E+06
0.17323E+01
0.10934E+07
0.24192E+01
0.43236E+06
0.20627E+01
0.11228E+07
0.28017E+01
0.46172E+06
0.24323E+01
0.11521E+07
0.32256E+01
0.49107E+06
0.28432E+01
0.11815E+07
0.36930E+01
0.52042E+06
0.32977E+01
0.12108E+07
0.42061E+01
0.54978E+06
0.37979E+01
(Sheet 1 of 3)
C-13
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