Static Case

Number of nodes	:	4898
Number of elements	:	14621
Number of D.O.F.	:	14694
Number of Contact relations	:	0
Number of Kinematic relations	:	0

Linear tetrahedron

:

14621

Name: Restraints.1

Number of S.P.C : 72

Name: Loads.1

Applied load resultant :

Fx	=	1	.	546e-011	N
Fy	=	-8	.	731e-011	N
Fz	=	-1	.	000e+002	N
Mx	=	-6	.	684e-012	Nxm
My	=	4	.	060e-009	Nxm
Mz	=	-2	.	738e-012	Nxm

Number of lines	:	14694
Number of coefficients	:	241491
Number of blocks	:	1
Maximum number of coefficients per bloc	:	241491
Total matrix size	:	2	.	82	Mb

Restraint: Restraints.1

Number of local singularities	:	0
Number of singularities in translation	:	0
Number of singularities in rotation	:	0
Generated constraint type	:	MPC

Restraint: Restraints.1

Number of constraints	:	72
Number of coefficients	:	0
Number of factorized constraints	:	72
Number of coefficients	:	0
Number of deferred constraints	:	0

Method	:	SPARSE
Number of factorized degrees	:	14622
Number of supernodes	:	1239
Number of overhead indices	:	45918
Number of coefficients	:	717783
Maximum front width	:	96
Maximum front size	:	4656
Size of the factorized matrix (Mb)	:	5	.	47625
Number of blocks	:	1
Number of Mflops for factorization	:	4	.	224e+001
Number of Mflops for solve	:	2	.	944e+000
Minimum relative pivot	:	7	.	506e-005

Minimum and maximum pivot

Value	Dof	Node	x (mm)	y (mm)	z (mm)
2.3057e+005	Tz	3415	5.1970e+000	-4.1886e+001	1.9893e+001
4.7590e+009	Ty	4441	-3.4310e+001	2.0347e+001	8.1495e+000

Minimum pivot

Value	Dof	Node	x (mm)	y (mm)	z (mm)
3.1196e+005	Tz	822	3.6360e+001	5.3764e+000	3.6650e+001
4.1228e+005	Ty	3415	5.1970e+000	-4.1886e+001	1.9893e+001
5.7345e+005	Tz	4241	3.5951e+001	1.5257e+001	6.0815e+001
5.8651e+005	Tz	2042	-4.0503e+001	3.5202e+000	1.0475e+002
6.1185e+005	Ty	822	3.6360e+001	5.3764e+000	3.6650e+001
6.4071e+005	Ty	4241	3.5951e+001	1.5257e+001	6.0815e+001
6.9987e+005	Ty	2042	-4.0503e+001	3.5202e+000	1.0475e+002
7.3119e+005	Tz	3840	2.3309e+001	4.2027e+000	1.5022e+002
8.0106e+005	Tx	3840	2.3309e+001	4.2027e+000	1.5022e+002

Translational pivot distribution

Value	Percentage
10.E5 --> 10.E6	6.8390e-002
10.E6 --> 10.E7	1.0259e-001
10.E7 --> 10.E8	4.7873e-001
10.E8 --> 10.E9	7.4682e+001
10.E9 --> 10.E10	2.4668e+001

Name: Static Case Solution.1

Restraint: Restraints.1

Load: Loads.1

Strain Energy : 1.750e-001 J

Equilibrium

Components	Applied Forces	Reactions	Residual	Relative Magnitude Error
Fx (N)	1.5461e-011	8.3233e-009	8.3388e-009	3.8514e-011
Fy (N)	-8.7311e-011	-2.5397e-009	-2.6270e-009	1.2134e-011
Fz (N)	-1.0000e+002	1.0000e+002	3.1293e-008	1.4453e-010
Mx (Nxm)	-6.6838e-012	-7.6761e-010	-7.7429e-010	2.3102e-011
My (Nxm)	4.0601e-009	-3.7401e-009	3.1993e-010	9.5458e-012
Mz (Nxm)	-2.7378e-012	1.0761e-010	1.0487e-010	3.1290e-012

Figure 2

On deformed mesh ---- On boundary ---- Over all the model

Static Case Solution.1 - Von Mises stress (nodal values).2

Figure 3

3D elements: : Components: : All

On deformed mesh ---- On boundary ---- Over all the model

Global Sensors

Sensor Name	Sensor Value
Energy	0.175J
Global Error Rate (%)	57.680408478