*HEADING
 NONSTRUCTURAL MASS VERIFICATION - SINGLE ELEMENT DECKS WITH "MASS PER VOLUME"
 UNITS.
*RESTART,WRITE
*PREPRINT, MODEL=YES
*********************
*****S3R*******
*NODE,NSET=ALL-NODES
2001,   5.0, 5.
2002,   7.0, 5.
2003,   7.0, 8.
2004,   5.0, 8.
2101, 5.0, 0.
2102, 7.0, 0.
2103, 7.0, 3.
2104, 5.0, 3.
*NSET,NSET=DISPLACEMENT
2002, 2102
*NSET,NSET=ROTATE-Y
2002, 2102
*NSET,NSET=FIXED-NODES
2001,2101,2004,2104
*ELEMENT,TYPE=S3R,ELSET=REFERENCE3
2001, 2001,2002,2003
2002, 2001,2003,2004
*ELEMENT,TYPE=S3R,ELSET=TEST3
2101, 2101,2102,2103
2102, 2101,2103,2104
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE3,
*ELSET,ELSET=SCALE-ELEMENTS
TEST3,
*SHELL SECTION,ELSET=REFERENCE3,MATERIAL=NOSCALE-MATERIAL
.5, 
*SHELL SECTION,ELSET=TEST3,MATERIAL=SCALE-MATERIAL
.5, 
*****************************
*****S4R*********
*NODE,NSET=ALL-NODES
3001,   5.0, 15.
3002,   7.0, 15.
3003,   7.0, 18.
3004,   5.0, 18.
3101, 5.0, 10.
3102, 7.0, 10.
3103, 7.0, 13.
3104, 5.0, 13.
*NSET,NSET=DISPLACEMENT
3002, 3102
*NSET,NSET=ROTATE-Y
3002, 3102
*NSET,NSET=FIXED-NODES
3001,3101,3004,3104
*ELEMENT,TYPE=S4R,ELSET=REFERENCE4
3001, 3001,3002,3003,3004
*ELEMENT,TYPE=S4R,ELSET=TEST4
3101, 3101,3102,3103,3104
*ELSET,ELSET=NOSCALE-ELEMENTS
REFERENCE4,
*ELSET,ELSET=SCALE-ELEMENTS
TEST4,
*SHELL SECTION,ELSET=REFERENCE4,MATERIAL=NOSCALE-MATERIAL
.5, 
*SHELL SECTION,ELSET=TEST4,MATERIAL=SCALE-MATERIAL
.5, 
*************************
*******SAX1 ****
***NODE,NSET=ALL-NODES
**4001,   10.0, 5.
**4002,   12.0, 5.
**4101, 10.0, 0.
**4102, 12.0, 0.
***NSET,NSET=DISPLACEMENT
**4002, 4102
***NSET,NSET=ROTATE-Z
**4002, 4102
***NSET,NSET=FIXED-NODES
**4001,4101
***ELEMENT,TYPE=SAX1,ELSET=REFERENCE5
**4001, 4001,4002
***ELEMENT,TYPE=SAX1,ELSET=TEST5
**4101, 4101,4102
***ELSET,ELSET=NOSCALE-ELEMENTS
**REFERENCE5,
***ELSET,ELSET=SCALE-ELEMENTS
**TEST5,
***SHELL SECTION,ELSET=REFERENCE5,MATERIAL=NOSCALE-MATERIAL
**.5,
***SHELL SECTION,ELSET=TEST5,MATERIAL=SCALE-MATERIAL
**.5,
***********************************
*******SAX1 **
***NODE,NSET=ALL-NODES
**5001,   10.0, 15.
**5002,   12.0, 15.
**5101, 10.0, 10.
**5102, 12.0, 10.
***NSET,NSET=DISPLACEMENT
**5002, 5102
***NSET,NSET=ROTATE-Z
**5002, 5102
***NSET,NSET=FIXED-NODES
**5001,5101
***ELEMENT,TYPE=SAX1,ELSET=REFERENCE6
**5001, 5001,5002
***ELEMENT,TYPE=SAX1,ELSET=TEST6
**5101, 5101,5102
***ELSET,ELSET=NOSCALE-ELEMENTS
**REFERENCE6,
***ELSET,ELSET=SCALE-ELEMENTS
**TEST6,
*****NODAL THICKNESS
****5001, .2
****5002, .4
****5101, .2
****5102, .4
***SHELL SECTION,
****NODAL THICKNESS,
**ELSET=REFERENCE6,MATERIAL=NOSCALE-MATERIAL
**.5, 
***SHELL SECTION,
****NODAL THICKNESS,
**ELSET=TEST6,MATERIAL=SCALE-MATERIAL
**.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 AREA, ELSET=SCALE-ELEMENTS
0.4995E-4
*STEP
*DYNAMIC
1.0E-5,.00015,1.0E-6
*BOUNDARY,AMP=SMOOTH
DISPLACEMENT, 2,2, .05
ROTATE-Y, 5,5, .05
***********************
*OUTPUT, FIELD, FREQ=4
*NODE OUTPUT,NSET=QA_TEST
RF,
*OUTPUT,HISTORY,VARIABLE=PRESELECT,FREQ=4
*END STEP