      numel numnp nmat nmode This is the patch test 
        2    3    1    0
  matl no., E mod, Poiss. Ratio, density, Area, Iy, Iz
  0  200000.0000    0.2700 3440.0000    0.0100    0.0010    0.0010
el no., connectivity, matl no 
   0    0    1    0    2
   1    1    2    0    2
node no., coordinates 
0      -4.282000       5.440279      -2.283000
1       8.092300      -0.767907      22.414139
2      14.759000      -4.112590      35.719814
element with specified local z axis: x, y, z component
 -10
 prescribed displacement x: node  disp value
   0  -2.784002e-01
   2   9.588967e-01
 -10
 prescribed displacement y: node  disp value
   0  -1.416086e-01
   2   1.170096e+00
 -10
 prescribed displacement z: node  disp value
   0   6.560822e-02
   2  -4.950315e-01
 -10
 prescribed angle phi x: node angle value
   0   1.614824e-03
   2  -6.187444e-03
 -10
 prescribed angle phi y: node angle value
   0   5.663218e-04
   2   1.309430e-02
 -10
 prescribed angle phi z: node angle value
   0  -7.192812e-03
   2   2.279642e-02
 -10
 node with point load x, y, z and 3 moments phi x, phi y, phi z
 -10
 element with distributed load in local beam y and z coordinates
 -10
 element no. and gauss pt. no. with local stress vector xx and moment xx,yy,zz
 -10 


 Note: Remove the prescribed angles and disp. for node 1.
   1   5.256901e-01
   1   7.108377e-01
   1  -2.987384e-01
   1  -3.455687e-03
   1   8.707963e-03
   1   1.229649e-02

 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.
