   numel numnp nmat nmode   This is the patch test 
        8   27    1    0 
 matl no., E modulus, Poisson Ratio, and density 
  0  3000000.0000    0.2900 2770.0000
 el no., connectivity, matl no 
   0    0    1    2    3    4    5    6    7    0
   1    0    3    9    8    4    7   11   10    0
   2    3    2   12   13    7    6   14   15    0
   3    4    5    6    7   16   17   18   19    0
   4    7    6   14   15   19   18   20   21    0
   5    9    3   13   22   11    7   15   23    0
   6   10    4    7   11   24   16   19   25    0
   7   21   19   25   26   15    7   11   23    0
node no., coordinates 
0    2.8300    0.2000   -3.1000 
1    4.2000    3.1000   -2.9000 
2   -1.2000    3.7000   -4.3000 
3    0.5000   -1.1000   -2.9000 
4    6.4000    1.0000    0.1000 
5    3.8000    4.2000   -0.1200 
6   -1.4000    3.7000    0.0100 
7    1.1000    0.4000    1.3000 
8    4.2000   -4.0000   -3.5000 
9    0.8000   -5.7000   -5.7000 
10    5.1000   -3.4000    0.6100 
11   -0.3000   -4.1000   -1.1000 
12   -6.1000    3.9000   -4.5000 
13   -4.8000    1.1000   -3.2000 
14   -3.1000    4.2000    0.5000 
15   -4.5000    0.6000    1.2000 
16    3.8000    0.6500    3.9000 
17    5.2000    4.7000    6.1000 
18    0.6500    3.3000    5.4000 
19    1.2000    0.4100    4.2000 
20   -5.1000    6.4000    3.3000 
21   -4.5000    1.1000    5.8000 
22   -6.3000   -3.7000   -4.5000 
23   -4.3000   -5.5000   -1.1000 
24    3.8000   -4.8000    4.2000 
25    0.3000   -7.6000    5.4000 
26   -6.2000   -3.9000    4.8000 
prescribed displacement x: node  disp value
   0  -6.461000e-02
   1  -1.723000e-01
   2  -2.419000e-01
   3  -1.540000e-02
   4  -1.870000e-02
   5  -1.591200e-01
   6  -1.519900e-01
   8   9.910000e-02
   9   1.107000e-01
  10   1.641100e-01
  11   1.400000e-01
  12  -2.688000e-01
  13  -1.256000e-01
  14  -1.668000e-01
  15  -1.230000e-02
  16   6.730000e-02
  17  -4.430000e-02
  18  -1.665000e-02
  19   7.540000e-02
  20  -2.020000e-01
  21   6.430000e-02
  22   3.460000e-02
  23   1.840000e-01
  24   2.916000e-01
  25   4.183000e-01
  26   2.382000e-01
 -10
 prescribed displacement y: node  disp value
   0  -1.436300e-01
   1  -2.097000e-01
   2  -2.113000e-01
   3  -8.500000e-02
   4  -8.690000e-02
   5  -1.300000e-01
   6  -5.825000e-02
   8  -8.870000e-02
   9  -9.430000e-02
  10   3.325000e-02
  11   4.680000e-02
  12  -1.684000e-01
  13  -8.120000e-02
  14  -3.240000e-02
  15   7.950000e-02
  16   8.170000e-02
  17   6.230000e-02
  18   1.158500e-01
  19   1.256000e-01
  20   4.360000e-02
  21   2.305000e-01
  22  -1.420000e-02
  23   1.188000e-01
  24   2.012000e-01
  25   3.377000e-01
  26   3.142000e-01
 -10
 prescribed displacement z: node  disp value
   0   2.063300e-01
   1   3.528000e-01
   2   1.890000e-01
   3   6.250000e-02
   4   2.927000e-01
   5   2.976400e-01
   6   6.443000e-02
   8   1.347000e-01
   9  -1.400000e-03
  10   8.043000e-02
  11  -1.179000e-01
  12   1.000000e-04
  13  -7.410000e-02
  14  -2.000000e-03
  15  -1.971000e-01
  16   7.195000e-02
  17   2.036000e-01
  18  -1.025000e-02
  19  -5.067000e-02
  20  -8.700000e-02
  21  -3.048000e-01
  22  -2.589000e-01
  23  -3.281000e-01
  24  -1.160000e-01
  25  -3.843000e-01
  26  -5.125000e-01
 -10
 node with point load and load vector in x,y,z
 -10
 element and gauss pt. with stress and stress vector in xx,yy,zz,xy,zx,yz
 -10 


 Note: Remove the prescribed displacements for node 7.
   7   1.460000e-02
   7   2.540000e-02
   7   2.320000e-02
