*HEADING
 Transfer from Explicit to Standard : Test for B21 element 
 - Explicit analysis
 - loading in tension
*NODE, NSET=ALL
 1, 0., 0.
 2, 2., 0.
11, 0., 1.
12, 2., 1.
21, 0., 2.
22, 2., 2.
31, 0., 3.
32, 2., 3.
41, 0., 4.
42, 2., 4.
51, 0., 5.
52, 2., 5.
61, 0., 6.
62, 2., 6.
71, 0., 7.
72, 2., 7.
*NSET, NSET=LEFT
1, 11, 21, 31, 41, 51, 61, 71
*NSET, NSET=RIGHT
2, 12, 22, 32, 42, 52, 62, 72
*ELEMENT, TYPE=B21, ELSET=RECT
 1, 1, 2
*ELEMENT, TYPE=B21, ELSET=BOX
 11, 11, 12
*ELEMENT, TYPE=B21, ELSET=CIRC
 21, 21, 22
*ELEMENT, TYPE=B21, ELSET=HEX
 31, 31, 32
*ELEMENT, TYPE=B21, ELSET=I
 41, 41, 42
*ELEMENT, TYPE=B21, ELSET=L
 51, 51, 52
*ELEMENT, TYPE=B21, ELSET=PIPE
 61, 61, 62
*ELEMENT, TYPE=B21, ELSET=TRAP
 71, 71, 72
*ELSET, ELSET=EALL
1, 11, 21, 31, 41, 51, 61, 71
*BEAM SECTION,SECTION=RECT,ELSET=RECT,MATERIAL=STEEL
0.1,0.2
*BEAM SECTION,SECTION=BOX,ELSET=BOX,MATERIAL=STEEL
1.0,1.0,0.2,0.2,0.1,0.1
*BEAM SECTION,SECTION=CIRC,ELSET=CIRC,MATERIAL=STEEL
1.0,
*BEAM SECTION,SECTION=HEX,ELSET=HEX,MATERIAL=STEEL
1.0,0.1
*BEAM SECTION,SECTION=I,ELSET=I,MATERIAL=STEEL
0.1,1.0,0.5,0.5,0.1,0.1,0.1
*BEAM SECTION,SECTION=L,ELSET=L,MATERIAL=STEEL
0.5,1.0,0.1,0.1
*BEAM SECTION,SECTION=PIPE,ELSET=PIPE,MATERIAL=STEEL
1.0,0.1
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TRAP,MATERIAL=STEEL
2.0,1.0,1.0,0.25
*MATERIAL,NAME=STEEL
*ELASTIC
 200.E9, 0.3
*DENSITY
 7850., 
*BOUNDARY
 LEFT, 1,2
 LEFT, 6,6
 RIGHT, 2,2
 RIGHT, 6,6
*RESTART, WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
EALL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL
**
*STEP
*DYNAMIC, EXPLICIT
,0.1 
*BOUNDARY, TYPE=VELOCITY
 RIGHT, 1, 1, 2.0
*FILE OUTPUT, NUMBER INTERVAL=5
*NODE FILE
 U,COORD
*EL FILE
 S
 LE
*OUTPUT,FIELD,NUMBER INTERVAL=1
*ELEMENT OUTPUT
 S,LE,PEEQ
*OUTPUT,HISTORY,FREQUENCY=50
*ELEMENT OUTPUT,ELSET=EALL
 S,LE,PEEQ
*OUTPUT,FIELD,NUMBER INTERVAL=1
*NODE OUTPUT
 U,COORD
*OUTPUT,HISTORY,FREQUENCY=50
*NODE OUTPUT,NSET=ALL
 U,COORD
*END STEP