EI 02C097
01 Jul 97
Line
Input Parameters
Format Statement
4
(Omitted unless LO = 0,1)
DEPTH
LOAD TRANS
TOTAL LOAD
COM OF INCR
TOTAL MOVMT
FT
LB
LB
INCHES
INCHE S
5E13.5,I5
5
TOP LOAD
TOP MOVEMENT
BASE LOAD
BASE MOVEMENT
4E13.5
LB
INCHES
LB
INCHES
6
NEGATIVE UPWARD DISPLACEMENT
7
TOP LOAD
TOP MOVEMENT
BASE LOAD
BASE MOVEMENT
E13.5
LB
INCHES
LB
INCHES
8
STRUC LOAD (LB)
SOILP (PSF)
ACTIVE DEPTH (FT)
F10.0,2F10.2
(Line 14 of Table C-2)
9
BELL RESTRAINT(LB)=
F13.2
10
(If STRUL < 0.0
See Line 14, Table C-2)
FIRST ESTIMATE OF PULLOUT RESTRAINT(LB)=
F13.2
11
LOAD-DISPLACEMENT BEHAVIOR
12
(If LO <2)
EFFECTS OF ADJACENT SOIL
13
INITIAL BASE FORCE(LB)=
F13.2
(If LO = 0)
BASE FORCE(LB)=
14
DISPLACEMENT (INCHES)=
FORCE=
POUNDS
F8.4,F12.2
15
ITERATIONS=
I5
16
DEPTH(FT)
LOAD(LB)
SHAFT MVMT(IN)
SOIL MVMT(IN)
F7.2,2X,E13.5,
2F15.5
c. Description of Calculations
Line
Program Prints
Description
1
BEARING CAP...
End-bearing capacity, pounds
2
DOWNWARD DISPL
Load-displacement behavior for zero soil movement in downward direction for IJ points
3
POINT BEARING
Load at bottom of shaft prior to shaft load-transfer calculation, pounds
4
DEPTH
Depth, ft
LOAD TRANS
Load transferred at given depth along shaft, pounds
TOTAL LOAD
Total load on shaft at given depth, pounds
COM OF INCR
Incremental shaft compression at given depth, inches
TOTAL MOVMT
Shaft-soil relative movement at given depth, inches
INTER
Number of iterations to complete calculations
5
TOP LOAD
Load at top of shaft, pounds
TOP MOVEMENT
Displacement at top of shaft, inches
BASE LOAD
Load at bottom of shaft, pounds
BASE MOVEMENT
Displacement at bottom of shaft, inches
(Sheet 2 of 3)
C-7
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