*HEADING
: TEST MASS PROPERTIES FOR C3D20H, C3D15H, C3D15VH, B32, S8R
S3R, AND T3D3 ELEMENTS INCLUDED IN A RIGID BODY (CONCENTRATED LOAD)
DEFORMABLE TO RIGID ELEMENTS
*PREPRINT, ECHO=YES, MODEL=YES, HISTORY=YES
*RESTART,WRITE
*NODE,NSET=NODES
101, 4.0, -3.0, 1.0
102, 4.0, -2.0, 1.0
103, 4.0, -1.0, 1.0
104, 3.0, -1.0, 1.0
105, 2.0, -1.0, 1.0
106, 2.0,  0.0, 1.0
107, 2.0,  1.0, 1.0
108, 3.0,  1.0, 1.0
109, 4.0,  1.0, 1.0
110, 4.0,  0.0, 1.0
111, 4.0,  2.0, 1.0
112, 4.0,  3.0, 1.0
**
1101, 4.0, -3.0, 0.0
1102, 4.0, -2.0, 0.0
1103, 4.0, -1.0, 0.0
1104, 3.0, -1.0, 0.0
1105, 2.0, -1.0, 0.0
1106, 2.0,  0.0, 0.0
1107, 2.0,  1.0, 0.0
1108, 3.0,  1.0, 0.0
1109, 4.0,  1.0, 0.0
1110, 4.0,  0.0, 0.0
1111, 4.0,  2.0, 0.0
1112, 4.0,  3.0, 0.0
**
2101, 4.0, -3.0, -1.0
2102, 4.0, -2.0, -1.0
2103, 4.0, -1.0, -1.0
2104, 3.0, -1.0, -1.0
2105, 2.0, -1.0, -1.0
2106, 2.0,  0.0, -1.0
2107, 2.0,  1.0, -1.0
2108, 3.0,  1.0, -1.0
2109, 4.0,  1.0, -1.0
2110, 4.0,  0.0, -1.0
2111, 4.0,  2.0, -1.0
2112, 4.0,  3.0, -1.0
**
201, -4.0, -3.0, 1.0
202, -4.0, -2.0, 1.0
203, -4.0, -1.0, 1.0
204, -3.0, -1.0, 1.0
205, -2.0, -1.0, 1.0
206, -2.0,  0.0, 1.0
207, -2.0,  1.0, 1.0
208, -3.0,  1.0, 1.0
209, -4.0,  1.0, 1.0
210, -4.0,  0.0, 1.0
211, -4.0,  2.0, 1.0
212, -4.0,  3.0, 1.0
213, -3.0,  0.0, 1.0
**
1201, -4.0, -3.0, 0.0
1202, -4.0, -2.0, 0.0
1203, -4.0, -1.0, 0.0
1204, -3.0, -1.0, 0.0
1205, -2.0, -1.0, 0.0
1206, -2.0,  0.0, 0.0
1207, -2.0,  1.0, 0.0
1208, -3.0,  1.0, 0.0
1209, -4.0,  1.0, 0.0
1210, -4.0,  0.0, 0.0
1211, -4.0,  2.0, 0.0
1212, -4.0,  3.0, 0.0
1213, -3.0,  0.0, 0.0
**
2201, -4.0, -3.0, -1.0
2202, -4.0, -2.0, -1.0
2203, -4.0, -1.0, -1.0
2204, -3.0, -1.0, -1.0
2205, -2.0, -1.0, -1.0
2206, -2.0,  0.0, -1.0
2207, -2.0,  1.0, -1.0
2208, -3.0,  1.0, -1.0
2209, -4.0,  1.0, -1.0
2210, -4.0,  0.0, -1.0
2211, -4.0,  2.0, -1.0
2212, -4.0,  3.0, -1.0
2213, -3.0,  0.0, -1.0
**
301, -1.0, 4.0, 1.0
302,  0.0, 4.0, 1.0
303,  1.0, 4.0, 1.0
304,  -1.0, -4.0, 1.0
305,   0.0, -4.0, 1.0
306,   1.0, -4.0, 1.0
**
1301, -1.0, 4.0, -1.0
1302,  0.0, 4.0, -1.0
1303,  1.0, 4.0, -1.0
1304,  -1.0, -4.0, -1.0
1305,   0.0, -4.0, -1.0
1306,   1.0, -4.0, -1.0
**
401, -1.0,  5.0, 1.0
402,  0.0,  5.0, 1.0
403,  1.0,  5.0, 1.0
404,  1.0,  6.0, 1.0
405,  1.0,  7.0, 1.0
406,  0.0,  7.0, 1.0
407, -1.0,  7.0, 1.0
408, -1.0,  6.0, 1.0
**
1401, -1.0,  5.0, -1.0
1402,  0.0,  5.0, -1.0
1403,  1.0,  5.0, -1.0
1404,  1.0,  6.0, -1.0
1405,  1.0,  7.0, -1.0
1406,  0.0,  7.0, -1.0
1407, -1.0,  7.0, -1.0
1408, -1.0,  6.0, -1.0
**
501,-1.0, 8.0, 1.0
502, 0.0, 8.0, 1.0
503, 1.0, 8.0, 1.0
**
1501,-1.0, 8.0, -1.0
1502, 0.0, 8.0, -1.0
1503, 1.0, 8.0, -1.0
**
*NSET,NSET=RFNODE
100, 
*ELEMENT, TYPE=C3D20H, ELSET=BRICKS
101,105,103,2103,2105, 107,109,2109,2107, 104,1103,2104,1105, 108,1109,2108,
1107, 106,110,2110,2106
*ELEMENT, TYPE=C3D15H, ELSET=BRICKS
201,203,205,2203, 209,207,2209, 204,1204,1203, 208,1208,1209, 210,206,2210 
*ELEMENT, TYPE=C3D15VH, ELSET=BRICKS
204,205,2205,2203, 207,2207,2209, 1205,2204,1204, 1207,2208,1208, 206,2206,2210,
1206,2213,1213
*ELEMENT, TYPE=B32, ELSET=BEAM
102,101,102,103
103,109,111,112
202,201,202,203
203,209,211,212
301,301,302,303
1102,2101,2102,2103
1103,2109,2111,2112
1202,2201,2202,2203
1203,2209,2211,2212
1301,1301,1302,1303
*ELEMENT, TYPE=T3D3, ELSET=TRUSS1
501,501,502,503
1501,1501,1502,1503
*ELEMENT,TYPE=S8R,ELSET=RIG1
401,401,403,405,407, 402,404,406,408
*ELEMENT,TYPE=S3R,ELSET=RIG2
1401, 1401,1403,1407
1402, 1403,1405,1407
*SOLID SECTION, ELSET=BRICKS, MATERIAL=MAT1
1.0, 
*SOLID SECTION, ELSET=TRUSS1, MATERIAL=MAT1
0.1, 
*BEAM SECTION,SECTION=CIRC,MATERIAL=MAT1,ELSET=BEAM
0.56419611, 
*SHELL SECTION, MATERIAL=MAT1, ELSET=RIG1
0.1, 
*SHELL SECTION, MATERIAL=MAT1, ELSET=RIG2
0.1, 
*MATERIAL, NAME=MAT1
*ELASTIC
2.E+9, .3
*DENSITY
1.0, 
*ELSET, ELSET=RIGID
BRICKS,BEAM,TRUSS1,RIG1,RIG2
*RIGID BODY,ELSET=RIGID,REF NODE=100,POSITION=CENTER OF MASS
*BOUNDARY
100,2,2
*STEP, NLGEOM, INC=100
*DYNAMIC
0.001, 0.01
*CLOAD
100,1,1.E5
*NODE FILE , F=10
U, 
*OUTPUT, HISTORY, FREQ=10
*NODE OUTPUT, NSET=NODES
U1
*ELEMENT OUTPUT, ELSET=RIGID
MASS
XC
*OUTPUT, FIELD, FREQ=0
*END STEP