*HEADING
 Transfer from Standard to Explicit : Test for B21 and PIPE21 element 
 - Standard 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=PIPE21, ELSET=PIPE21
 161, 61, 62
*ELEMENT, TYPE=B21, ELSET=TRAP
 71, 71, 72
*ELSET, ELSET=EALL
1, 11, 21, 31, 41, 51, 61, 161, 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=PIPE,ELSET=PIPE21,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,NLGEOM,INC=50
*STATIC
 0.1, 1.
*BOUNDARY, TYPE=VELOCITY
 RIGHT, 1, 1, 0.2
*AMPLITUDE, NAME=PIPELOAD
0., 0., 1.0, 1.0
*DLOAD, AMP=PIPELOAD
161,HPI,115.2,100.,0.,1.8
*PRINT,FREQ=1
*NODE FILE
 U,COORD
*EL PRINT,FREQ=1
 S,
 E,
 PEEQ,
*ENERGY PRINT
 ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*NODE PRINT,FREQ=1
 U,
 COORD,
 RF,
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,E
*OUTPUT,FIELD
*NODE OUTPUT
 U,COORD
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,COORD
*END STEP