*HEADING
: Uniaxial tension [C3D4]
*preprint,model=yes
*NODE
10,  0.,0. ,1.
30,  8.,0. ,1.
70,  0.,0. ,0.
90,  8.,0. ,0.
210, 0.,1.5,1.
230, 8.,1.5,1.
270, 0.,1.5,0.
290, 8.,1.5,0.
*NODE
1010, 2.56 ,.429  ,.643
1030, 5.336,.4575 ,.683
1070, 1.992,.513  ,.192
1090, 6.608,.432  ,.288
1210, 1.32 ,1.1175,.702
1230, 6.304,1.0395,.644
1270, 2.184,1.125 ,.230
1290, 6.8  ,.9735 ,.263
*NSET,NSET=POINT
10,
*NSET,NSET=LINE
10,70,
*NSET,NSET=PLANE
10,70,210,270,
*ELEMENT,TYPE=C3D4,ELSET=EALL
1,1070,1090,1290,1030
2,1030,1290,1210,1230
3,1070,1290,1270,1210
4,1070,1030,1210,1010
5,1070,1030,1290,1210
6,1070,1270,1290, 270
7, 270,1290,  90, 290
8,1070,1290,1090,  90
9,1070, 270,  90,  70
10,1070, 270,1290,  90
11,1030,1230,1210, 230
12, 230,1210,  10, 210
13,1030,1210,1010,  10
14,1030, 230,  10,  30
15,1030, 230,1210,  10
16,1070,1090,1030,  90
17,  90,1030,  10,  30
18,1070,1030,1010,  10
19,1070,  90,  10,  70
20,1070,  90,1030,  10
21,1030,1090,1290,  90
22,  90,1290, 230, 290
23,1030,1290,1230, 230
24,1030,  90, 230,  30
25,1030,  90,1290, 230
26,1210,1230,1290, 230
27, 230,1290, 270, 290
28,1210,1290,1270, 270
29,1210, 230, 270, 210
30,1210, 230,1290, 270
31,1210,1270,1070, 270
32, 270,1070,  10,  70
33,1210,1070,1010,  10
34,1210, 270,  10, 210
35,1210, 270,1070,  10
*ELSET,ELSET=LOAD
22,24
*SOLID SECTION,MATERIAL=MAT1,ELSET=EALL
*MATERIAL,NAME=MAT1
*ELASTIC
30.E6,0.3
*BOUNDARY
POINT,1,3
LINE,2,2
PLANE,1,1
*STEP
*STATIC
0.1,1.,0.05,1.
*DLOAD
22,P4,-1.E6
24,P3,-1.E6
*ENERGY FILE
*OUTPUT,HISTORY,FREQUENCY=1
*ENERGY OUTPUT,VARIABLE=PRESELECT
*EL FILE,ELSET=LOAD,FREQ=999
S,E,
*OUTPUT,FIELD,FREQ=1
*ELEMENT OUTPUT
S,
*OUTPUT,FIELD,FREQ=999
*ELEMENT OUTPUT,position=nodes
S,E,
*NODE FILE,FREQ=2
U,RF,
*OUTPUT,FIELD,FREQ=2
*NODE OUTPUT
U,RF,
*EL PRINT,FREQ=999
S,
E,
*NODE PRINT,FREQ=999
U,COORD,
*END STEP
**
*STEP
*STATIC
0.1,1.,0.05,1.
*DLOAD
22,P4,-1.2E6
24,P3,-1.2E6
*END STEP