*HEADING
RIGMASS1: TEST MASS PROPERTIES FOR CPE6M, CPE3, CPS6M, CPS3, B22,
T2D2 and R2D2 ELEMENTS INCLUDED IN A RIGID BODY (APPLIED CONCENTRATED LOAD)
*RESTART,WRITE,NUM=30
*NODE,NSET=NODES
101,4.0,-3.0
10101,4.0,-2.0
102,4.0,-1.0
103,2.0,-1.0
104,2.0,1.0
105,4.0,1.0
10105,4.0,2.0
106,4.0,3.0
107,3.0,-1.0
108,4.0,0.0
109,3.0,1.0
110,2.0,0.0
111,3.0,0.0
201,-4.0,-3.0
10201,-4.0,-2.0
202,-4.0,-1.0
203,-2.0,-1.0
204,-2.0,1.0
205,-4.0,1.0
10205,-4.0,2.0
206,-4.0,3.0
301,-1.0,4.0
10302,0.0,4.0
302,1.0,4.0
303,-1.0,-4.0
304,1.0,-4.0
1010,4.0,4.0
11010,4.0,5.0
1020,4.0,6.0
1030,2.0,6.0
1040,2.0,8.0
1050,4.0,8.0
11050,4.0,9.0
1060,4.0,10.0
1070,3.0,6.0
1080,4.0,7.0
1090,3.0,8.0
1100,2.0,7.0
1110,3.0,7.0
2010,-4.0,4.0
12010,-4.0,5.0
2020,-4.0,6.0
2030,-2.0,6.0
2040,-2.0,8.0
2050,-4.0,8.0
12050,-4.0,9.0
2060,-4.0,10.0
3010,-1.0,11.0
13020,0.0,11.0
3020,1.0,11.0
30100,-1.0,12.0
30200,1.0,12.0
301000,-1.0,13.0
302000,1.0,13.0
*NSET,NSET=RFNODE
100,
*NSET,NSET=QA_TEST
RFNODE,NODES 
*ELEMENT, TYPE=CPE6M, ELSET=TRIPE
100,103,102,104,107,111,110
101,102,105,104,108,109,111
*ELEMENT, TYPE=CPE3, ELSET=TRIPE
201,202,203,205
204,203,204,205
*ELEMENT, TYPE=CPS6M, ELSET=TRIPS
1000,1030,1020,1040,1070,1110,1100
1010,1020,1050,1040,1080,1090,1110
*ELEMENT, TYPE=CPS3, ELSET=TRIPS
2010,2020,2030,2050
2040,2030,2040,2050
*ELSET, ELSET=TRI
TRIPE, TRIPS
*ELEMENT, TYPE=B22, ELSET=BEAM1
102,101,10101,102
103,105,10105,106
202,201,10201,202
203,205,10205,206
301,302,10302,301
*ELEMENT, TYPE=B22, ELSET=BEAM2
1020,1010,11010,1020
1030,1050,11050,1060
2020,2010,12010,2020
2030,2050,12050,2060
3010,3020,13020,3010
*ELSET, ELSET=BEAM
BEAM1,BEAM2
*ELEMENT, TYPE=T2D2, ELSET=TRUSS
302,304,303
*ELEMENT, TYPE=T2D2, ELSET=TRUSS1
30100,30100,30200
*ELEMENT, TYPE=R2D2, ELSET=RIGTRUSS
301000,301000,302000
*SOLID SECTION, ELSET=TRIPE, MATERIAL=MAT1
1.0, 
*SOLID SECTION, ELSET=TRIPS, MATERIAL=MAT1
1.0, 
*BEAM SECTION,SECTION=CIRC,MATERIAL=MAT1,ELSET=BEAM1
0.56419611, 
*BEAM SECTION,SECTION=CIRC,MATERIAL=MAT1,ELSET=BEAM2
0.56419611, 
*SOLID SECTION, ELSET=TRUSS, MATERIAL=MAT1
0.1, 
*SOLID SECTION, ELSET=TRUSS1, MATERIAL=MAT1
0.1, 
*MATERIAL, NAME=MAT1
*ELASTIC
2.E+9, .3
*DENSITY
1.0, 
*ELSET, ELSET=RIGID
TRI,BEAM, TRUSS1, RIGTRUSS
*RIGID BODY,ELSET=RIGID,REF NODE=100,POSITION=CENTER OF MASS,DENSITY=1.0
0.1, 
*BOUNDARY
100, 2,2
304, 1,2
*STEP
*DYNAMIC,EXPLICIT
,0.01
*CLOAD
100,1,1.E5
***************************
*FILE OUTPUT, NUMBER INTERVAL = 1, TIMEMARKS=YES
*NODE FILE
U, 
***************************************
*OUTPUT, FIELD, NUMBER INTERVAL = 1, TIMEMARKS=YES
*NODE OUTPUT,NSET=QA_TEST
U,
*OUTPUT,HISTORY,TIME INTERVAL=0.01
*ENERGY OUTPUT, VAR=ALL
***************************************
***OUTPUT,HISTORY,TIME INTERVAL=0.002
***NODE OUTPUT,NSET=RFNODE
**U,UR3
*END STEP