EI 02C097
01 Jul 97
Table C-3.
Output Data
a. Repeat of Input Data (See Table C-1)
Line
Input Parameters
Format Statement
1
TITLE
20A4
2
NMAT=
NEL=
DX=
FT
GWL=
FT
I5,I5,F6.2,F6.2
LO=
IQ (SHAFT INC)=
IJ (NO.LOADS=
I5,I5,I5
3
I=
J=
K=
SOILP=
PSF
I5,I5,I5,F10.2
DS=
FT
F10.2
DB=
FT
F10.2
4
(If K = 2, 5, 9)
E50
E13.3
5
LOCAL SHEAR FAILURE AT BASE - LLL
= 0 Or
I5
GENERAL SHEAR FAILURE AT BASE - LLL = 1
I5
6
MAT GS EO WO (%) PS(PSF) CS CC CO(PSF) PHI K PM(PSF)
I3,3F6.2,F7.0,27.2,
F7.0,2F6.2,F7.0
7
(If I = 6) ALPHA =
2(7F10.5)
8
ELEMENT
NO OF SOIL
I5,10X,I5
9
(If K = 7, 8, 9)
REDUCTION FACTOR=
SHEAR MODULUS=
F6.3,3X,E13.3
10
(If K = 3, 4, 5, 6)
NO. OF LOAD-TRANSFER CURVES(<12)?=
I5
For each curve 1 to NCA:
CURVE
I5
RATIO SHR DEV, M=1, 11 ARE
11F6.3
MOVEMENT (IN.) FOR LOAD TRANSFER M=
IS
INCHES
I5,F6.3
11
(If I = 5
NO OF SKIN FRICTION-DEPTH TERMS (<12)? ARE
I5
SKIN FRICTION (PSF) DEPTH(FT) CURVE NO
F10.3,F10.3,I5
12
If J = 0)
E SHAFT (PSF) AND DEPTH(FT):
4(E13.3,2X,F6.2)
13
(If K = 6)
BASE DISPLACEMENT(IN.), BASE LOAD(LB) > FOR POINTS
F10.2,I5
b. Output Calculations
Line
Input Parameters
Format Statement
1
BEARING CAPACITY=
POUNDS
F13.2
2
DOWNWARD DISPLACEMENT
3
(Omitted unless LO = 0,1)
POINT BEARING(LB)=
F13.2
(Sheet 1 of 3)
Table C-3 (Continued)
C-6
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