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$
$**************************************** macros
$
¯o lc_doit name case num = 1
&env %name
&apply -force -fract @ 0 %case %num
lcase -static %name
&endmacro
$
$**************************************** dimensions
$
&dimen -dim feet kips
$
$**************************************** describe body
$
&describe body model
&default -emo 29000 -nuse @
$
*j0102 50 50 0
*j0202 41+8/12 43+4/12 50
&describe body ground
*bop -145 -ref *j0102 *j0202
&describe body model
$
$
~bem tube 45 1.25
~pil tube 45 1.25 -soil sol1 -refi 50
$
beam ~bem *j0102 *j0202
beam ~pil *j0102 *bop
$
&data soil sol1
mpy 45/30
mtz 3.1415*45*.0139
mqw 1440*.139
depth 0
py 0,0 .002,.5 .002,11
tz 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60
qw 0,-60 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60
depth 5.8
py 0,0 .033,.5 .033,1.5 .034,2 .034,50
depth 6.2
py 0,0 .255,.5 .384,1 .461,1.5 .513,2 .578,3 .617,4 .662,6 .687,8 +
.709,11 .725,15 .737,20 .759,50
depth 10
py 0,0 .797,.5 1.293,1 1.631,1.5 1.876,2 2.208,3 2.423,4 2.683,6 +
2.835,8 2.974,11 3.080,15 3.158,20 3.309,50
depth 16.5
py 0,0 .878,.5 1.52,1 2.009,1.5 2.394,2 2.962,3 3.361,4 3.884,6 4.212,8 +
4.524,11 4.776,15 4.966,20 5.349,50
depth 301
py 0,0 .878,.5 1.52,1 2.009,1.5 2.394,2 2.962,3 3.361,4 3.884,6 4.212,8 +
4.524,11 4.776,15 4.966,20 5.349,50
tz 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60
qw 0,-60 0,0 .25,.012 .5,.03 .75,.048 1,.12 1,.24 .95,1 .9,2 .9,60
end
$
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$ #load *j0202 *j0102 -1400 -local -len 0 -b 0
#load *j0202 *j0102 426.927 290.999 -1236.561 +
11075.672/12 -19449.881/12 -726.637/12 -len 0 -b 0
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Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified
SOIL TABLE MULTIPLIERS
/---- PY ----//---- TZ ----//---- QW ----/
NAME END CLASS SOIL FORCE DISP FORCE DISP FORCE DISP
PIL|0002 *J0102 ~PIL SOL1 1.00 1.00 1.00 1.00 1.00 1.00
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=========================================================================
SOIL NAME IS SOL1
Units Are Kips, and Inches Unless Specified
Depth Curve Curve
(ft) Type Form ---------------------------------- S O I L D A T A -----------------------------------------
0.00 PY SYMM P (Force/in) 0.000 0.003 0.003
Y (Inches) 0.000 0.500 11.000
TZ SYMM T (Force/in) 0.000 0.491 0.983 1.474 1.965 1.965 1.867
Z (Inches) 0.000 0.012 0.030 0.048 0.120 0.240 1.000
T (Force/in) 1.769 1.769
Z (Inches) 2.000 60.000
QW UNSYMMQ (Force) 0.000 0.000 50.040 100.080 150.120 200.160 200.160
W (Inches) -60.000 0.000 0.012 0.030 0.048 0.120 0.240
Q (Force) 190.152 180.144 180.144
W (Inches) 1.000 2.000 60.000
5.80 PY SYMM P (Force/in) 0.000 0.049 0.049 0.051 0.051
Y (Inches) 0.000 0.500 1.500 2.000 50.000
6.20 PY SYMM P (Force/in) 0.000 0.382 0.576 0.692 0.770 0.867 0.926
Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000
P (Force/in) 0.993 1.031 1.063 1.087 1.105 1.138
Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000
10.00 PY SYMM P (Force/in) 0.000 1.196 1.939 2.447 2.814 3.312 3.635
Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000
P (Force/in) 4.024 4.253 4.461 4.620 4.737 4.964
Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000
16.50 PY SYMM P (Force/in) 0.000 1.317 2.280 3.014 3.591 4.443 5.042
Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000
P (Force/in) 5.826 6.318 6.786 7.164 7.449 8.024
Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000
301.00 PY SYMM P (Force/in) 0.000 1.317 2.280 3.014 3.591 4.443 5.042
Y (Inches) 0.000 0.500 1.000 1.500 2.000 3.000 4.000
P (Force/in) 5.826 6.318 6.786 7.164 7.449 8.024
Y (Inches) 6.000 8.000 11.000 15.000 20.000 50.000
TZ SYMM T (Force/in) 0.000 0.491 0.983 1.474 1.965 1.965 1.867
Z (Inches) 0.000 0.012 0.030 0.048 0.120 0.240 1.000
T (Force/in) 1.769 1.769
Z (Inches) 2.000 60.000
QW UNSYMMQ (Force) 0.000 0.000 50.040 100.080 150.120 200.160 200.160
W (Inches) -60.000 0.000 0.012 0.030 0.048 0.120 0.240
Q (Force) 190.152 180.144 180.144
W (Inches) 1.000 2.000 60.000
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In Body Part System
Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/
Name Case X Y Z X Y Z
-------- -------- --------- --------- --------- --------- --------- ---------
*BOP LCASE 0.000 0.000 0.000 0.000 0.000 0.000
*J0102 LCASE -1.287 -0.736 -0.189 0.115 -0.197 -0.007
*J0202 LCASE -3.361 -1.922 -0.693 0.115 -0.197 -0.007
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Units Are KSI, Degrees, Feet, and Kips Unless Specified
Results For Most Severe Load Case with FX Greater Than 0
/---------- Force ----------/ /---------- Moment ---------/
Element /-- Node Names -/ Class Case X Y Z X Y Z
-------- -------- -------- -------- -------- --------- --------- --------- --------- --------- ---------
PIL|0002 *J0102 *BOP ~PIL LCASE 426.93 291.00 -1236.56 922.82 -1620.55 -60.54
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Units Are KSI, Degrees, Feet, and Kips Unless Specified
Results For Most Severe Load Cases with Unity Ratio Greater Than 0
Distance RP2A
from Top /--- Deflections (in) ---/ /---- Stresses (Ksi) ----/ Unity
Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check
-------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- --------
PIL|0002 *J0102 *BOP ~PIL LCASE 0.00 0.13 1.49 119.14 7.51 12.25 19.76 0.80
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Units Are KSI, Degrees, Feet, and Kips Unless Specified
/---------- Force ----------/ /---------- Moment ---------/
Element /-- Node Names -/ Class X Y Z X Y Z
-------- -------- -------- -------- --------- --------- --------- --------- --------- ---------
PIL|0002 *J0102 *BOP ~PIL 426.93 291.00 -1236.56 922.82 -1620.55 -60.54
426.93 291.00 -1236.56 922.82 -1620.55 -60.54
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IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1
PILE PROPERTIES . . . . . . . . . . . . . . . . . . . 3
CLASS SOIL SUMMARY FOR CLASS ~PIL . . . . . . . . . . 4
JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 5
RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 6
PILE CHECK STANDARD . . . . . . . . . . . . . . . . . 7
RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 8
INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9