*HEADING
: TEST MASS PROPERTIES FOR CPE8, CPE6, CPS8, CPS6, B22,
T2D3, T2D3H ELEMENTS INCLUDED IN A RIGID BODY (APPLIED CONCENTRATED LOAD)
DEFORMABLE TO RIGID ELEMENTS
*PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES
*RESTART,WRITE
*NODE,NSET=NODES
101, 4.0, -3.0
102, 4.0, -2.0
103, 4.0, -1.0
104, 3.0, -1.0
105, 2.0, -1.0
106, 2.0,  0.0
107, 2.0,  1.0
108, 3.0,  1.0
109, 4.0,  1.0
110, 4.0,  0.0
111, 4.0,  2.0
112, 4.0,  3.0
**
201, -4.0, -3.0
202, -4.0, -2.0
203, -4.0, -1.0
204, -3.0, -1.0
205, -2.0, -1.0
206, -2.0,  0.0
207, -2.0,  1.0
208, -3.0,  1.0
209, -4.0,  1.0
210, -4.0,  0.0
211, -4.0,  2.0
212, -4.0,  3.0
213, -3.0,  0.0
**
301, -1.0, 4.0
302,  0.0, 4.0
303,  1.0, 4.0
304,  -1.0, -4.0
305,   0.0, -4.0
306,   1.0, -4.0
**
1010, 4.0, 4.0
1020, 4.0, 5.0
1030, 4.0, 6.0
1040, 3.0, 6.0
1050, 2.0, 6.0
1060, 2.0, 7.0
1070, 2.0, 8.0
1080, 3.0,  8.0
1090, 4.0,  8.0
1100, 4.0,  7.0
1110, 4.0,  9.0
1120, 4.0,  10.0
**
2010, -4.0, 4.0
2020, -4.0, 5.0
2030, -4.0, 6.0
2040, -3.0, 6.0
2050, -2.0, 6.0
2060, -2.0, 7.0
2070, -2.0, 8.0
2080, -3.0, 8.0
2090, -4.0, 8.0
2100, -4.0, 7.0
2110, -4.0, 9.0
2120, -4.0, 10.0
2130, -3.0, 7.0
**
3010, -1.0,11.0
3020,  0.0,11.0 
3030,  1.0,11.0
**
30100,-1.0, 12.0
30200, 0.0, 12.0
30300, 1.0, 12.0
**
301000, -1.0, 13.0
302000,  0.0, 13.0
303000,  1.0, 13.0
*NSET,NSET=RFNODE
100, 
*ELEMENT, TYPE=CPE8, ELSET=QUADPE
101,105,103,109,107,  104,110,108,106
*ELEMENT, TYPE=CPE6, ELSET=QUADPE
201, 203,205,209,  204,213,210
204, 205,207,209,  206,208,213
*ELEMENT, TYPE=CPS8, ELSET=QUADPS
1010,1050,1030,1090,1070, 1040,1100,1080,1060
*ELEMENT, TYPE=CPS6, ELSET=QUADPS
2010,2030,2050,2090, 2040,2130,2100
2040,2050,2070,2090, 2060,2080,2130
*ELSET, ELSET=QUAD
QUADPE, QUADPS
*ELEMENT, TYPE=B22, ELSET=BEAM1
102,101,102,103
103,109,111,112
202,201,202,203
203,209,211,212
301,301,302,303
*ELEMENT, TYPE=B22H, ELSET=BEAM2
1020,1010,1020,1030
1030,1090,1110,1120
2020,2010,2020,2030
2030,2090,2110,2120
3010,3010,3020,3030
*ELSET, ELSET=BEAM
BEAM1,BEAM2
*ELEMENT, TYPE=T2D3, ELSET=TRUSS
302,304,305,306
*ELEMENT, TYPE=T2D3, ELSET=TRUSS1
30100,30100,30200,30300
*ELEMENT, TYPE=T2D3H, ELSET=RIGTRUSS
301000,301000,302000,303000
*SOLID SECTION, ELSET=QUADPE, MATERIAL=MAT1
1.0, 
*SOLID SECTION, ELSET=QUADPS, 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, 
*SOLID SECTION, ELSET=RIGTRUSS, MATERIAL=MAT1
0.1, 
*MATERIAL, NAME=MAT1
*ELASTIC
2.E+9, .3
*DENSITY
1.0, 
*ELSET, ELSET=RIGID
QUAD,BEAM, TRUSS1, RIGTRUSS
*RIGID BODY,ELSET=RIGID,REF NODE=100,POSITION=CENTER OF MASS
*BOUNDARY
100, 2,2
304, 1,2
*STEP, NLGEOM, INC=100
*DYNAMIC
0.001 , 0.01
*CLOAD
100,1,1.E5
*NODE FILE, F=10
U, 
*OUTPUT, HISTORY, FREQ=100
*NODE OUTPUT, NSET=NODES
U
*ELEMENT OUTPUT, ELSET=RIGID
MASS
XC
*OUTPUT, FIELD,FREQ=0
*END STEP