*HEADING
: TEST MASS PROPERTIES FOR CPE4H, CPE4RH, CPE4IH, CPE3,
CPS4I, CPS4, B21,B21H, FRAME2D 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,-1.0
103,2.0,-1.0
104,2.0,1.0
105,4.0,1.0
106,4.0,3.0
201,-4.0,-3.0
202,-4.0,-1.0
203,-2.0,-1.0
204,-2.0,1.0
205,-4.0,1.0
206,-4.0,3.0
301,-1.0,4.0
302,1.0,4.0
303,-1.0,-4.0
304,1.0,-4.0
1010,4.0,4.0
1020,4.0,6.0
1030,2.0,6.0
1040,2.0,8.0
1050,4.0,8.0
1060,4.0,10.0
2010,-4.0,4.0
2020,-4.0,6.0
2030,-2.0,6.0
2040,-2.0,8.0
2050,-4.0,8.0
2060,-4.0,10.0
3010,-1.0,11.0
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, 
*ELEMENT, TYPE=CPE4H, ELSET=QUADPE
101,103,102,105,104
*ELEMENT, TYPE=CPE4RH, ELSET=QUADPE
201,202,203,205, 202
*ELEMENT, TYPE=CPE4IH, ELSET=QUADPE
204,203,204,205, 203
*ELEMENT, TYPE=CPS4I, ELSET=QUADPS
1010,1030,1020,1050,1040
*ELEMENT, TYPE=CPS4, ELSET=QUADPS
2010,2020,2030,2050, 2020
2040,2030,2040,2050, 2030
*ELSET, ELSET=QUAD
QUADPE, QUADPS
*ELEMENT, TYPE=B21H, ELSET=BEAM1
102,101,102
103,105,106
202,201,202
203,205,206
301,302,301
*ELEMENT, TYPE=B21, ELSET=BEAM2
1020,1010,1020
1030,1050,1060
2020,2010,2020
2030,2050,2060
3010,3020,3010
*ELSET, ELSET=BEAM
BEAM1,BEAM2
*ELEMENT, TYPE=T2D2, ELSET=TRUSS
302,304,303
*ELEMENT, TYPE=FRAME2D, ELSET=TRUSS1
30100,30100,30200
*ELEMENT, TYPE=FRAME2D, ELSET=RIGTRUSS
301000,301000,302000
*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, 
*FRAME SECTION, ELSET=TRUSS1, DENSITY=1.0, SECTION=CIRC
0.1, 

2.E+9, 7.6923E08
*FRAME SECTION, ELSET=RIGTRUSS, DENSITY=1.0, SECTION=CIRC
0.1, 

2.E+9, 7.6923E08
*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
U, 
*OUTPUT, HISTORY, FREQ=100
*NODE OUTPUT, NSET=NODES
U
*ELEMENT OUTPUT, ELSET=RIGID
MASS
XC
*OUTPUT, FIELD,FREQ=0
*END STEP