   numel numnp nmat nmode  (This is for a beam)
	6   7   1  0
matl no., E mod, Poiss. Ratio, density, Area, Iy, Iz
0    200000000000 .27 2.332e3 .01 .001 .001 
el no.,connectivity, matl no, element type
0        0    1    0     2
1        1    2    0     2
2        2    3    0     2
3        3    4    0     2
4        4    5    0     2
5        5    6    0     2
node no. coordinates
0     1.00000  0.00000  0.00000
1     2.00000  0.00000  0.00000
2     3.00000  0.00000  0.00000
3     4.00000  0.00000  0.00000
4     5.00000  0.00000  0.00000
5     6.00000  0.00000  0.00000
6     7.00000  0.00000  0.00000
element with specified local z axis: x, y, z component
-10
prescribed displacement x: node  disp value
    0 0.0
-10
prescribed displacement y: node  disp value
    0 0.0
-10
prescribed displacement z: node  disp value
    0 0.0
    1 0.0
    2 0.0
    3 0.0
    4 0.0
    5 0.0
    6 0.0
    -10
 prescribed angle phi x: node angle value
    0 0.0
    1 0.0
    2 0.0
    3 0.0
    4 0.0
    5 0.0
    6 0.0
    -10
 prescribed angle phi y: node angle value
    0 0.0
    1 0.0
    2 0.0
    3 0.0
    4 0.0
    5 0.0
    6 0.0
    -10
 prescribed angle phi z: node angle value
    0 0.0
    -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
    5     -6000.00000    0.00000 
   -10
node no. with local stress vector xx and moment xx,yy,zz
-10

