EI 02C097
01 Jul 97
Table C-1 (Concluded)
Line
Input Parameters
Format Statement
13
R(M) S(M)
F10.5,F15.3
(Omitted unless K = 6; repeat on new line for each M = 1,IJ)
14
STRUL
SOILP
XA
3F15.2
15
NON
I5
(Omitted unless XA < 0.0)
Table C-2
Description of Input Parameters (Continued)
Line
Parameter
Description
1
TITLE
Name of problem
2
NMAT
Total number of materials
NEL
Total number of elements
DX
Thickness of each element, ft (usually 0.5 or 1.0 ft)
GWL
Depth to groundwater level, ft
LO
Amount of output data
= 0 Extensive data output used to check the program
= 1 Shaft load-displacement behavior and detailed load distribution-displacement response along shaft
length for input top load prior to and following soil distribution-displacement response along shaft
length for input top load prior to and following soil movement (load transfer, load, shaft
compression increment, and shaft movement at given depth
= 2 Shaft load-displacement behavior and load distribution-displacement response along shaft length for
input top load prior to and following soil movement
= 3 Shaft load-displacement behavior and load distribution-displacement response along shaft length for
input top load on shaft following soil movement
IQ
Total number of shaft increments (shaft length/element thickness); top of shaft at ground surface
IJ
Number of points for shaft load-displacement behavior (usually 12, but maximum 19 for PARAMETER
statement = 40
applied to total (undrained) or effective (drained) shear strength for skin
3
I
Magnitude of reduction factor
= 0 = 1 (usually used for drained strength)
= 1 = sin ( x=/L), x = depth, ft; L = shaft length, ft
= 2 = 0.6
= 3 = 0.45
= 4 = 0.3
= 5 = Permits maximum skin friction input as a function of depth, psf (see line 11)
= 6 = is input for each material (see line 7)
J
Option for elastic shaft modulus
= 0 shaft modulus input
= 1 shaft modulus set to near infinity
(Sheet 1 of 3)
C-2
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