   numel numnp nmat nmode  (This is for a beam frame)
     3   4  1  0
matl no., E mod, Poiss. Ratio, density, Area, Iy, Iz
0    30000000  0.0 2.32e3 2. 1.0  1.0 
el no.,connectivity, matl no, element type
0        0    1    0     2
1        0    2    0     2
2        0    3    0     2
node no. coordinates
0     0.00000   0.00000   0.000
1     0.00000 120.00000   0.000
2   120.00000 120.00000   0.000
3   120.00000   0.00000   0.000
element with specified local z axis: x, y, z component
    0    0.0   0.0   1.0
    1    0.0   0.0   1.0
    2    0.0   0.0   1.0
-10
prescribed displacement x: node  disp value
    1 0.0
    2 0.0
    3 0.0
    -10
prescribed displacement y: node  disp value
    1 0.0
    2 0.0
    3 0.0
    -10
prescribed displacement z: node  disp value
    0 0.0
    1 0.0
    2 0.0
    3 0.0
    -10
prescribed angle phi x: node angle value
    1 0.0
    2 0.0
    3 0.0
    -10
 prescribed angle phi y: node angle value
    1 0.0
    2 0.0
    3 0.0
    -10
 prescribed angle phi z: node angle value
    1 0.0
    2 0.0
    3 0.0
    -10
node with point load x, y, z and 3 moments phi x, phi y, phi z
    0  0.0   -10000.00   0.0    0.0  0.0   0.0
-10 
element with distributed load in local beam y and z coordinates
-10
node no. with local stress vector xx and moment xx,yy,zz
-10

