      numel numnp nmat nmode integ_flag This is the patch test 
        4    9    1    0    1
  matl no., E mod., Poiss. Ratio, density, shear fac. 
  0  30000000.0000    0.3000 22920.0000    0.8333
el no., connectivity, matl no 
   0    0    3    4    1    0
   1    1    4    5    2    0
   2    3    6    7    4    0
   3    4    7    8    5    0
node no., coordinates 
0       0.000000       0.000000      -0.525000
1       0.100000       0.300000      -0.350000
2      -0.200000       1.200000       0.475000
3       0.300000       0.100000      -0.600000
4       0.300000       0.500000      -0.300000
5       0.550000       0.900000      -0.125000
6       1.100000       0.000000      -1.075000
7       0.800000       0.500000      -0.550000
8       1.000000       1.000000      -0.275000
The corresponding top nodes are:
0       0.000000       0.000000      -0.425000
1       0.100000       0.300000      -0.250000
2      -0.200000       1.200000       0.575000
3       0.300000       0.100000      -0.500000
4       0.300000       0.500000      -0.200000
5       0.550000       0.900000      -0.025000
6       1.100000       0.000000      -0.975000
7       0.800000       0.500000      -0.450000
8       1.000000       1.000000      -0.175000
prescribed displacement x: node  disp value
   0  -1.102500e-02
   1  -1.905000e-02
   2  -3.862500e-02
   3  -1.570000e-02
   5  -3.697500e-02
   6  -1.927500e-02
   7  -2.915000e-02
   8  -4.277500e-02
 -10
 prescribed displacement y: node  disp value
   0  -1.837500e-02
   1  -1.935000e-02
   2  -5.175000e-03
   3  -2.630000e-02
   5  -2.842500e-02
   6  -4.972500e-02
   7  -3.805000e-02
   8  -4.062500e-02
 -10
 prescribed displacement z: node  disp value
   0   1.417500e-02
   1   2.345000e-02
   2   1.857500e-02
   3   3.180000e-02
   5   5.562500e-02
   6   7.412500e-02
   7   6.415000e-02
   8   8.142500e-02
 -10
 prescribed angle phi x: node angle value
   0   9.450000e-05
   1   1.630000e-04
   2   2.545000e-04
   3   1.680000e-04
   5   3.475000e-04
   6   3.035000e-04
   7   3.290000e-04
   8   4.495000e-04
 -10
 prescribed angle phi y: node angle value
   0  -1.732500e-04
   1   2.450000e-05
   2   5.967500e-04
   3  -9.800000e-05
   5   4.287500e-04
   6  -1.347500e-04
   7   1.785000e-04
   8   5.092500e-04
 -10
 node with point load x, y, z and 2 moments phi x, phi y
 -10
 element no. and gauss pt. no. with stress vector in lamina xx,yy,xy,zx,yz
 -10 


 Note: Remove the prescribed angles and disp. for node 4.
   4  -2.540000e-02
   4  -2.380000e-02
   4   3.690000e-02
   4   2.340000e-04
   4   1.610000e-04

 You also need to divide this file into 2 patch test
 The first you can call patch.xyz and remove all the
 prescribed angles phi.  The second, call patch.phi
 and remove the prescribed x, y, z.
