Titles
( 0/ 
1; FF_STAR_TRANSFER/
2; 5/
4; 
2 : 1-8 ;
 /
16; 2 1/
20; 7 5 1 0.1 	 0 7 0 0 	 0 0 3 55 45 /
21; 0 0 0 0 0 0; /
39; 
 1 : 1.1 TRANSFER_CHECK ;
 /
 )
Rigid
( 41/
 1 1 0 2000 0.2 : 1 /
 5 5 1E-05 1E-05 1E-05 : 1 /
 1 11 0.00017233204 880 : 1 /
 1 14 0 0 : 1 /
 1 1 0 2000 0.2 : 2 /
 5 5 1E-05 1E-05 1E-05 : 2 /
 1 11 0.00017233204 880 : 2 /
 1 14 0 0 : 2 /
 1 1 0 2000 0.2 : 3 /
 5 5 1E-05 1E-05 1E-05 : 3 /
 1 11 0.00017233204 880 : 3 /
 1 14 0 0 : 3 /
 1 1 0 2000 0.2 : 4 /
 5 5 1E-05 1E-05 1E-05 : 4 /
 1 11 0.00017233204 880 : 4 /
 1 14 0 0 : 4 /
 1 1 0 2000 0.2 : 5 /
 5 5 1E-05 1E-05 1E-05 : 5 /
 1 11 0.00017233204 880 : 5 /
 1 14 0 0 : 5 /
 1 1 0 2000 0.2 : 6 /
 5 5 1E-05 1E-05 1E-05 : 6 /
 1 11 0.00017233204 880 : 6 /
 1 14 0 0 : 6 /
 1 1 0 2000 0.2 : 7 /
 5 5 1E-05 1E-05 1E-05 : 7 /
 1 11 0.00017233204 880 : 7 /
 1 14 0 0 : 7 /
 1 1 0 2000 0.2 : 8 /
 5 5 1E-05 1E-05 1E-05 : 8 /
 1 11 0.00017233204 880 : 8 /
 1 14 0 0 : 8 /
 2 7 1 0 0 0 0 0 : 1-8 /
 2 8 0 0 0 0 : 1-8 /
 2 9 0 0 0 0 0 0 0 0 0 0 0 1 : 1-8 /
 5 2 1 : 1-8 /
 )
Elements
( 1/
304 1 1 5 /* 1 /
304 1 2 5 /* 2 /
304 1 3 5 /* 3 /
304 1 4 5 /* 4 /
304 1 6 10 /* 5 /
304 1 7 10 /* 6 /
304 1 8 10 /* 7 /
304 1 9 10 /* 8 /
 )
Hinge
( 2/
 )
Offset
( 14/
 )
Elastic Basis
( 19/
 )
Axis of Stress
( 9/
1 -0.7071068 0.7071068 0 /
2 -0.7071068 -0.7071068 0 /
3 0.7071068 -0.7071068 0 /
4 0.7071068 0.7071068 0 /
5 -0.7071624 0.7070511 0 /
6 -0.7075483 -0.7066649 0 /
7 0.707051 -0.7071625 0 /
8 0.7066649 0.7075484 0 /
 )
Axis of Orthotropy
( 17/
1 -0.7071068 0.7071068 0 /
2 -0.7071068 -0.7071068 0 /
3 0.7071068 -0.7071068 0 /
4 0.7071068 0.7071068 0 /
5 -0.7071624 0.7070511 0 /
6 -0.7075483 -0.7066649 0 /
7 0.707051 -0.7071625 0 /
8 0.7066649 0.7075484 0 /
 )
Nodes
( 4/ 
-5.0000000	-5.0000000	2.0000000 /* 1 /
5.0000000	-5.0000000	-2.0000000 /* 2 /
5.0000000	5.0000000	2.0000000 /* 3 /
-5.0000000	5.0000000	-2.0000000 /* 4 /
0.0000000	0.0000000	0.0000000 /* 5 /
15.0000000	-5.0000000	2.0000000 /* 6 /
25.0000000	-5.0000000	-2.0000000 /* 7 /
25.0000000	5.0000000	2.0000000 /* 8 /
15.0000000	5.0000000	-2.0000000 /* 9 /
20.0027297	0.0035174	0.0004189 /* 10 /
 )
Restraint & UnionDOF
( 5/
1 1 2 3 4 5 6  /
2 1 2 3 4 5 6  /
3 1 2 3 4 5 6  /
4 1 2 3 4 5 6  /
5 4 5 6  /
6 1 2 3 4 5 6  /
7 1 2 3 4 5 6  /
8 1 2 3 4 5 6  /
9 1 2 3 4 5 6  /
10 4 5 6  /
 )
Local system of nodes
( 12/ 
 )
Load
( 6/
7 18 1 1 1 /
1 18 1 2 1 /
2 18 1 2 1 /
3 18 1 2 1 /
4 18 1 2 1 /
8 18 1 3 1 /
6 18 1 4 1 /
5 18 1 5 1 /
 )
Load Value
( 7/
1 -10.00887 /
2 -10 /
3 -9.99862 /
4 -9.99691 /
5 -9.99531 /
 )
Parameters of a nonlinear loading
( 16/
1 1 20 0 1 0 0.0500000007450581 0.0500000007450581 0.0500000007450581 0.0500000007450581 
0.0500000007450581 0.0500000007450581 0.0500000007450581 0.0500000007450581 
0.0500000007450581 0.0500000007450581 0.0500000007450581 0.0500000007450581 
0.0500000007450581 0.0500000007450581 0.0500000007450581 0.0500000007450581 
0.0500000007450581 0.0500000007450581 0.0500000007450581 0.0500000007450581 / 
 )
Check Sums
( 27/
1020240320 742712002 2532078147 890228157 4184304491 2743020650 1904229913 1247536942 
3642497136 / 
 )
17.10.2026 1:19:03
