*HEADING
 NONSTRUCTURAL MASS VERIFICATION - SINGLE ELEMENT DECKS WITH "MASS PER VOLUME"
 UNITS.
*PREPRINT, MODEL=YES
*RESTART,WRITE
*********************
*****B21*************
*NODE,NSET=ALL-NODES
1,   0.0, 1.
2,   2.0, 1.
101, 0.0, 0.
102, 2.0, 0.
*NSET,NSET=DISPLACEMENT
2, 102
*NSET,NSET=ROTATE-Z
2, 102
*NSET,NSET=FIXED-NODES
1,101
*ELEMENT,TYPE=B21,ELSET=REFERENCE1
1, 1,2
*ELEMENT,TYPE=B21,ELSET=TEST1
101, 101,102
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE1,
*ELSET,ELSET=SCALE-ELEMENTS
TEST1 
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE1,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST1,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*********************
*****B22*************
*NODE,NSET=ALL-NODES
401,   0.0, 1.
402,   2.0, 1.
403,   1.0, 1.
501, 0.0, 0.
502, 2.0, 0.
503, 1.0, 0.
*NSET,NSET=DISPLACEMENT
402, 502
*NSET,NSET=DISPLACEMENT_mid
403, 503
*NSET,NSET=ROTATE-Z
402, 502
*NSET,NSET=ROTATE-Z_mid
403, 503
*NSET,NSET=FIXED-NODES
401,501
*ELEMENT,TYPE=B22,ELSET=REFERENCE1a
401, 401,403,402
*ELEMENT,TYPE=B22,ELSET=TEST1a
501, 501,503,502
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE1a,
*ELSET,ELSET=SCALE-ELEMENTS
TEST1a,
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE1a,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST1a,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*********************
****B31*************
*NODE,NSET=ALL-NODES
1001,   0.0, 5.
1002,   2.0, 5., 2.
1101, 0.0, 4.
1102, 2.0, 4., 2.
*NSET,NSET=DISPLACEMENT
1002, 1102
*NSET,NSET=ROTATE-Y
1002, 1102
*NSET,NSET=ROTATE-Z
1002, 1102
*NSET,NSET=FIXED-NODES
1001,1101
*ELEMENT,TYPE=B31,ELSET=REFERENCE2
1001, 1001,1002
*ELEMENT,TYPE=B31,ELSET=TEST2
1101, 1101,1102
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE2,
*ELSET,ELSET=SCALE-ELEMENTS
TEST2,
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE2,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST2,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
*************************************
****B32*************
*NODE,NSET=ALL-NODES
1401,   0.0, 5.
1402,   2.0, 5., 2.
1403,   1.0, 5., 1.
1501, 0.0, 4.
1502, 2.0, 4., 2.
1503, 1.0, 4., 1.
*NSET,NSET=DISPLACEMENT
1402, 1502
*NSET,NSET=DISPLACEMENT_mid
1403, 1503
*NSET,NSET=ROTATE-Y
1402, 1502
*NSET,NSET=ROTATE-Z
1402, 1502
*NSET,NSET=ROTATE-Y_mid
1403, 1503
*NSET,NSET=ROTATE-Z_mid
1403, 1503
*NSET,NSET=FIXED-NODES
1401,1501
*ELEMENT,TYPE=B32,ELSET=REFERENCE2a
1401, 1401,1403,1402
*ELEMENT,TYPE=B32,ELSET=TEST2a
1501, 1501,1503,1502
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE2a,
*ELSET,ELSET=SCALE-ELEMENTS
TEST2a,
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=REFERENCE2a,MATERIAL=NOSCALE-MATERIAL
 1,1,0.5,-0.5
*BEAM SECTION,SECTION=TRAPEZOID,ELSET=TEST2a,MATERIAL=SCALE-MATERIAL
 1,1,0.5,-0.5
******************************
** REMAINDER OF DECK SAME FOR ALL TESTS
******************************
*MATERIAL,NAME=NOSCALE-MATERIAL
*ELASTIC
1.E6, .25
*DENSITY
1.E-4, 
*MATERIAL,NAME=SCALE-MATERIAL
*ELASTIC
1.E6, .25
*DENSITY
1.E-7, 
*BOUNDARY
FIXED-NODES,1,6
**************************
*AMPLITUDE,NAME=SMOOTH,DEFINITION=SMOOTH STEP
0.,0.,  .00015, 1.
**************************
*NSET,NSET=QA_TEST
FIXED-NODES,
*ELSET,ELSET=QA_TEST
SCALE-ELEMENTS,
NOSCALE-ELEMENTS,
*NONSTRUCTURAL MASS, UNITS=MASS PER LENGTH, ELSET=SCALE-ELEMENTS
0.74925e-4
*STEP
*DYNAMIC
1.0E-5,.00015,1.0E-6
*BOUNDARY,AMP=SMOOTH
DISPLACEMENT, 2,2, .05
DISPLACEMENT_mid, 2,2, .025
ROTATE-Y, 5,5, .05
ROTATE-Y_mid, 5,5, .025
ROTATE-Z, 6,6, .05
ROTATE-Z_mid, 6,6, .025
***********************
*OUTPUT, FIELD,VAR=PRESELECT, FREQ=4
*NODE OUTPUT,NSET=QA_TEST
RF,
*OUTPUT,HISTORY,VARIABLE=PRESELECT,FREQ=2
*END STEP