C:\Documents and Settings\Humanoide\Desktop\Analysis2.CATAnalysis

MESH:


Entity Size
Nodes 519
Elements 1393

ELEMENT TYPE:


Connectivity Statistics
TE4 1393 ( 100,00% )

Properties.1

Material apply to

  Part1 - OCTREE Tetrahedron Mesh.1 : Part1  


Material Steel : Structural ( ASTM-A36 )
Young Modulus 2e+011N_m2
Poisson Ratio 0,266
Density 7860kg_m3
Thermal Expansion 0,0000117
Yield Strength 2,5e+008N_m2

Static Case

Boundary Conditions

STRUCTURE Computation

Number of nodes : 519  
Number of elements : 1393  
Number of D.O.F. : 1557  
Number of Contact relations : 0  
Number of Kinematic relations : 0  


Linear tetrahedron : 1393  


RESTRAINT Computation

Name: RestraintSet.1

Number of S.P.C : 78

LOAD Computation

Name: LoadSet.1

Applied load resultant :

Fx = -5 . 307e-016  N
Fy = -1 . 387e-015  N
Fz = 2 . 500e+001  N
Mx = 5 . 503e-002  Nxm
My = -2 . 500e-001  Nxm
Mz = -1 . 267e-017  Nxm

STIFFNESS Computation

Number of lines : 1557    
Number of coefficients : 24894    
Number of blocks : 1    
Maximum number of coefficients per bloc : 24894    
Total matrix size : 0 . 29  Mb


SINGULARITY Computation

Restraint: RestraintSet.1

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

CONSTRAINT Computation

Restraint: RestraintSet.1

Number of constraints : 78  
Number of coefficients : 0  
Number of factorized constraints : 78  
Number of coefficients : 0  
Number of deferred constraints : 0  

NUMBERING Computation

Restraint: RestraintSet.1

Numbering Method : SLOAN  
Number of connected nodes : 519  
Nodal maximum front width : 36  
Nodal maximum band width : 89  

FACTORIZED Computation

Method :  SPARSE  
Number of factorized degrees : 1479    
Number of supernodes : 283    
Number of overhead indices : 9393    
Number of coefficients : 73407    
Maximum front width : 114    
Maximum front size : 6555    
Size of the factorized matrix (Mb) : 0 . 560051  
Number of blocks : 1    
Number of Mflops for factorization : 5 . 050e+000  
Number of Mflops for solve : 3 . 010e-001  
Minimum relative pivot : 6 . 016e-003  

DIRECT METHOD Computation

Name: StaticSet.1

Restraint: RestraintSet.1

Load: LoadSet.1

Strain Energy : 1.195e-004 J

Equilibrium

Components Applied
Forces
Reactions Residual Relative
Magnitude Error
Fx (N) -5.3070e-016 1.2711e-012 1.2706e-012 5.3210e-014
Fy (N) -1.3872e-015 -9.1482e-013 -9.1621e-013 3.8370e-014
Fz (N) 2.5000e+001 -2.5000e+001 1.3372e-011 5.6003e-013
Mx (Nxm) 5.5027e-002 -5.5027e-002 2.6682e-013 5.5871e-013
My (Nxm) -2.5000e-001 2.5000e-001 -1.7780e-013 3.7231e-013
Mz (Nxm) -1.2670e-017 -7.2164e-015 -7.2291e-015 1.5138e-014

Static Case Solution.1 - Deformed Mesh

Axis Definition : Last , System : Cartesian

Display On Boundary ---- Over all the Model

Static Case Solution.1 - Von Mises Stress (nodal value)

---- Volume Elements ---- : Components : ALL

Display On Boundary ---- Over all the Model