Output File for Cantilever Shear Beam (8x2 irregular mesh).
*** DEFINE PROBLEM SPECIFIC PARAMETERS
*** GENERATE GRID OF GEOMETRY FOR FE MODEL
*** GENERATE GRID OF NODES FOR FE MODEL
*** ATTACH ELEMENTS TO GRID OF NODES
*** DEFINE ELEMENT, SECTION AND MATERIAL PROPERTIES
*** SET UP BOUNDARY CONDITIONS
*** APPLY EXTERNAL LOADS
===================================
PROFILE
===================================
node dof1 dof2 dof3 dof4 dof5 dof6
----------------------------------------------------
1 -1 -2 -3 -4 -5 -6
2 -7 -8 -9 -10 -11 -12
3 -13 -14 -15 -16 -17 -18
4 1 2 3 4 5 6
5 7 8 9 10 11 12
6 13 14 15 16 17 18
7 19 20 21 22 23 24
8 25 26 27 28 29 30
9 31 32 33 34 35 36
10 37 38 39 40 41 42
11 43 44 45 46 47 48
12 49 50 51 52 53 54
13 55 56 57 58 59 60
14 61 62 63 64 65 66
15 67 68 69 70 71 72
16 73 74 75 76 77 78
17 79 80 81 82 83 84
18 85 86 87 88 89 90
19 91 92 93 94 95 96
20 97 98 99 100 101 102
21 103 104 105 106 107 108
22 109 110 111 112 113 114
23 115 116 117 118 119 120
24 121 122 123 124 125 126
25 127 128 129 130 131 132
26 133 134 135 136 137 138
27 139 140 141 142 143 144
----------------------------------------------------
===========================================================================
Title : DESCRIPTION OF FINITE ELEMENT MESH
===========================================================================
=======================
Profile of Problem Size
=======================
Dimension of Problem = 3
Number Nodes = 27
Degrees of Freedom per node = 6
Max No Nodes Per Element = 4
Number Elements = 16
Number Element Attributes = 1
Number Loaded Nodes = 3
Number Loaded Elements = 0
----------------------------------------------------------------------------------------------
Node# X_coord Y_coord Z_coord Dx Dy Dz Rx Ry Rz
----------------------------------------------------------------------------------------------
1 0.0000e+00 in 0.0000e+00 in 6.0000e+00 in -1 -2 -3 -4 -5 -6
2 0.0000e+00 in 0.0000e+00 in 0.0000e+00 in -7 -8 -9 -10 -11 -12
3 0.0000e+00 in 0.0000e+00 in -6.0000e+00 in -13 -14 -15 -16 -17 -18
4 6.0000e+00 in 0.0000e+00 in 6.0000e+00 in 1 2 3 4 5 6
5 7.0000e+00 in 0.0000e+00 in 0.0000e+00 in 7 8 9 10 11 12
6 8.0000e+00 in 0.0000e+00 in -6.0000e+00 in 13 14 15 16 17 18
7 1.2000e+01 in 0.0000e+00 in 6.0000e+00 in 19 20 21 22 23 24
8 1.4000e+01 in 0.0000e+00 in 0.0000e+00 in 25 26 27 28 29 30
9 1.6000e+01 in 0.0000e+00 in -6.0000e+00 in 31 32 33 34 35 36
10 1.8000e+01 in 0.0000e+00 in 6.0000e+00 in 37 38 39 40 41 42
11 1.8000e+01 in 0.0000e+00 in 0.0000e+00 in 43 44 45 46 47 48
12 1.8000e+01 in 0.0000e+00 in -6.0000e+00 in 49 50 51 52 53 54
13 2.4000e+01 in 0.0000e+00 in 6.0000e+00 in 55 56 57 58 59 60
14 2.2000e+01 in 0.0000e+00 in 0.0000e+00 in 61 62 63 64 65 66
15 2.0000e+01 in 0.0000e+00 in -6.0000e+00 in 67 68 69 70 71 72
16 3.0000e+01 in 0.0000e+00 in 6.0000e+00 in 73 74 75 76 77 78
17 2.7000e+01 in 0.0000e+00 in 0.0000e+00 in 79 80 81 82 83 84
18 2.4000e+01 in 0.0000e+00 in -6.0000e+00 in 85 86 87 88 89 90
19 3.6000e+01 in 0.0000e+00 in 6.0000e+00 in 91 92 93 94 95 96
20 3.2000e+01 in 0.0000e+00 in 0.0000e+00 in 97 98 99 100 101 102
21 2.8000e+01 in 0.0000e+00 in -6.0000e+00 in 103 104 105 106 107 108
22 4.2000e+01 in 0.0000e+00 in 6.0000e+00 in 109 110 111 112 113 114
23 4.0000e+01 in 0.0000e+00 in 0.0000e+00 in 115 116 117 118 119 120
24 3.8000e+01 in 0.0000e+00 in -6.0000e+00 in 121 122 123 124 125 126
25 4.8000e+01 in 0.0000e+00 in 6.0000e+00 in 127 128 129 130 131 132
26 4.8000e+01 in 0.0000e+00 in 0.0000e+00 in 133 134 135 136 137 138
27 4.8000e+01 in 0.0000e+00 in -6.0000e+00 in 139 140 141 142 143 144
------------------------------------------------------------------------------------------
Element# Type node[1] node[2] node[3] node[4] Element_Attr_Name
------------------------------------------------------------------------------------------
1 SHELL_4NQ 2 5 4 1 name_of_elmt_attr
2 SHELL_4NQ 3 6 5 2 name_of_elmt_attr
3 SHELL_4NQ 5 8 7 4 name_of_elmt_attr
4 SHELL_4NQ 6 9 8 5 name_of_elmt_attr
5 SHELL_4NQ 8 11 10 7 name_of_elmt_attr
6 SHELL_4NQ 9 12 11 8 name_of_elmt_attr
7 SHELL_4NQ 11 14 13 10 name_of_elmt_attr
8 SHELL_4NQ 12 15 14 11 name_of_elmt_attr
9 SHELL_4NQ 14 17 16 13 name_of_elmt_attr
10 SHELL_4NQ 15 18 17 14 name_of_elmt_attr
11 SHELL_4NQ 17 20 19 16 name_of_elmt_attr
12 SHELL_4NQ 18 21 20 17 name_of_elmt_attr
13 SHELL_4NQ 20 23 22 19 name_of_elmt_attr
14 SHELL_4NQ 21 24 23 20 name_of_elmt_attr
15 SHELL_4NQ 23 26 25 22 name_of_elmt_attr
16 SHELL_4NQ 24 27 26 23 name_of_elmt_attr
---------------------
Element Attribute Data :
---------------------
ELEMENT_ATTR No. 1 : name = "name_of_elmt_attr"
: section = "mysection"
: material = "ELASTIC"
: type = SHELL_4NQ
: dof-mapping : gdof[0] = 1 : gdof[1] = 2 : gdof[2] = 3
gdof[3] = 4 : gdof[4] = 5 : gdof[5] = 6
: Young's Modulus = E = 3.000e+04 ksi
: Poisson's ratio = nu = 2.500e-01
EXTERNAL NODAL LOADINGS
--------------------------------------------------------------------------------------------
Node# Fx (lbf) Fy (lbf) Fz (lbf) Mx (lbf.in) My (lbf.in) Mz (lbf.in)
--------------------------------------------------------------------------------------------
25 0.000 0.000 10000.000 0.000 0.000 0.000
27 0.000 0.000 10000.000 0.000 0.000 0.000
26 0.000 0.000 20000.000 0.000 0.000 0.000
============= End of Finite Element Mesh Description ==============
*** COMPUTE STIFFNESS MATRICES
------------------------------------------------------------------------------------------------------------------
Node Displacement
No displ-x displ-y displ-z rot-x rot-y rot-z
------------------------------------------------------------------------------------------------------------------
units in in in rad rad rad
1 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00
2 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00
3 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00 0.00000e+00
4 -1.46331e-02 0.00000e+00 1.05383e-02 0.00000e+00 -1.96223e-03 0.00000e+00
5 -4.31491e-04 0.00000e+00 1.05926e-02 0.00000e+00 -2.46594e-03 0.00000e+00
6 1.88403e-02 0.00000e+00 1.52738e-02 0.00000e+00 -4.03028e-03 0.00000e+00
7 -2.77200e-02 0.00000e+00 3.20755e-02 0.00000e+00 -3.72629e-03 0.00000e+00
8 -6.02127e-04 0.00000e+00 4.08947e-02 0.00000e+00 -5.54235e-03 0.00000e+00
9 3.43711e-02 0.00000e+00 5.36208e-02 0.00000e+00 -5.85988e-03 0.00000e+00
10 -3.79490e-02 0.00000e+00 6.58068e-02 0.00000e+00 -6.21430e-03 0.00000e+00
11 6.72013e-05 0.00000e+00 6.53676e-02 0.00000e+00 -6.23740e-03 0.00000e+00
12 3.81091e-02 0.00000e+00 6.63419e-02 0.00000e+00 -6.36806e-03 0.00000e+00
13 -4.64591e-02 0.00000e+00 1.09866e-01 0.00000e+00 -8.31946e-03 0.00000e+00
14 6.32852e-04 0.00000e+00 9.35229e-02 0.00000e+00 -6.89944e-03 0.00000e+00
15 4.16223e-02 0.00000e+00 8.02943e-02 0.00000e+00 -6.46516e-03 0.00000e+00
16 -5.35071e-02 0.00000e+00 1.62113e-01 0.00000e+00 -9.22191e-03 0.00000e+00
17 8.43905e-04 0.00000e+00 1.34269e-01 0.00000e+00 -8.56397e-03 0.00000e+00
18 4.74473e-02 0.00000e+00 1.10367e-01 0.00000e+00 -6.58844e-03 0.00000e+00
19 -5.82725e-02 0.00000e+00 2.20414e-01 0.00000e+00 -1.01443e-02 0.00000e+00
20 6.78115e-04 0.00000e+00 1.80344e-01 0.00000e+00 -9.10539e-03 0.00000e+00
21 5.25396e-02 0.00000e+00 1.43784e-01 0.00000e+00 -8.15555e-03 0.00000e+00
22 -6.13077e-02 0.00000e+00 2.82147e-01 0.00000e+00 -1.00130e-02 0.00000e+00
23 4.01717e-05 0.00000e+00 2.60716e-01 0.00000e+00 -1.02499e-02 0.00000e+00
24 6.03592e-02 0.00000e+00 2.39840e-01 0.00000e+00 -9.56628e-03 0.00000e+00
25 -6.23475e-02 0.00000e+00 3.45517e-01 0.00000e+00 -1.04198e-02 0.00000e+00
26 -1.69471e-04 0.00000e+00 3.45455e-01 0.00000e+00 -1.00979e-02 0.00000e+00
27 6.29812e-02 0.00000e+00 3.45526e-01 0.00000e+00 -1.05463e-02 0.00000e+00
MEMBER FORCES
------------------------------------------------------------------------------
STRESS in Element No. 1, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3.250 -3.623e+04 5.325e+03 -5.363e+03 -4.470e+03 -3.713e+04 80.48
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -1.163e-03 4.438e-04 1.232e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 2, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
3.750 3.624e+04 1.527e+03 3.267e+03 3.631e+04 3.197e+03 2.65
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 1.181e-03 1.272e-04 -1.931e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 3, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
9.750 -3.067e+04 6.957e+03 -2.008e+02 1.313e+03 -3.218e+04 77.73
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -1.021e-03 5.798e-04 2.489e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 4, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11.250 3.148e+04 5.670e+02 -4.238e+03 3.149e+04 -4.247e+03 0.91
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 1.085e-03 4.725e-05 -4.036e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 5, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
15.500 -2.503e+04 5.500e+03 -3.611e+02 8.094e+02 -2.620e+04 77.99
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -8.314e-04 4.583e-04 1.966e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 6, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16.500 2.355e+04 3.103e+01 2.268e+03 2.355e+04 2.268e+03 0.08
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 7.661e-04 2.586e-06 -1.206e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 7, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
20.500 -2.218e+04 8.454e+02 -1.458e+02 -1.134e+02 -2.221e+04 87.81
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -7.381e-04 7.045e-05 1.800e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 8, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
19.500 2.068e+04 6.339e+03 2.218e+03 2.265e+04 2.517e+02 17.24
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 6.710e-04 5.282e-04 -9.841e-05 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 9, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
25.750 -2.001e+04 -1.356e+03 1.304e+03 1.390e+03 -2.009e+04 -86.37
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -6.778e-04 -1.130e-04 2.102e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 10, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
23.250 1.939e+04 8.368e+03 2.213e+03 2.279e+04 -1.189e+03 22.13
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 6.279e-04 6.973e-04 -8.781e-05 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 11, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
31.250 -1.364e+04 -1.247e+03 1.085e+03 1.190e+03 -1.374e+04 -85.19
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -4.637e-04 -1.039e-04 1.498e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 12, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
27.750 9.700e+03 8.272e+03 5.846e+03 1.627e+04 -7.208e+02 38.44
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 2.746e-04 6.894e-04 1.140e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 13, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
37.500 -1.015e+04 1.152e+03 1.665e+03 1.777e+03 -1.026e+04 84.48
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -3.522e-04 9.599e-05 1.401e-04 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 14, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
34.500 1.035e+04 4.803e+03 7.690e+02 1.234e+04 -1.225e+03 22.54
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 3.385e-04 4.003e-04 -6.060e-05 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 15, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
44.500 -2.710e+03 3.365e+03 -7.796e+01 2.220e+03 -5.007e+03 55.68
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
3.000 -8.967e-05 2.804e-04 1.998e-05 0.000e+00 0.000e+00 0.000e+00
STRESS in Element No. 16, Element: SHELL_4NQ; Material: ELASTIC
==================================================================================
coord = in, stress = lbf/in, moment = lbf*in/in, curvtr = 1/in, angle = rad
x-coord xx-stress xy-stress yy-stress 1-stress 2-stress angle
y-coord xx-moment xy-moment yy-moment 1-moment 2-moment angle
z-coord xx-strain xy-strain yy-strain xx-curvtr xy-curvtr yy-curvtr
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
43.500 3.215e+03 3.391e+03 2.282e+03 6.171e+03 -6.750e+02 41.08
0.000 0.000e+00 0.000e+00 0.000e+00 0.000e+00 0.000e+00 45.00
-3.000 8.814e-05 2.826e-04 4.927e-05 0.000e+00 0.000e+00 0.000e+00
Developed in June 1996 by Lanheng Jin and Mark Austin
Last Modified September 27, 1996
Copyright © 1996, Lanheng Jin and Mark Austin,
Department of Civil Engineering,
University of Maryland