Computer Aided Engineering Group
Structural Model Report
Job Name: thrustlink
Date: 8 /31 /2005

Table of Contents

The model check produced 5 warning(s). The warnings are printed in red. The number of warnings found in each section is shown to the right of the section title in the table of contents and a reader can search for a warning by doing a find on the word "WARNINGS". Warnings are characteristics of the model that should be reviewed to ensure that the model satisfies the intent of the modeler.

Click on "Help" in any section to move to the corresponding discussion in the ModelChecker User Manual

Report Generated By ModelChecker Software
Computer Aided Engr. Group, Inc.
398 Old Sherman Hill Rd.
Woodbury, CT 06798
(203) 263-8422

 

General Model Information

Job Name .............................. thrustlink
ANSYS Revision Number .............................. 9  
ANSYS Update Number .............................. 20041104.
Date .............................. 8 /31 /2005
Computer System Type .............................. INTEL NT 
Finite Element Model Units .............................. Unspecified 
Title .. thrust link, one end
Number of ANSYS Errors During Checking .............................. 0  

 
 
ANSYS is a registered trademark of ANSYS, Inc.

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Finite Element Model Entity Summary
Largest Number Number Defined Number Selected
Element Types 10 8 N.A.
Unsupported Element Types N.A. 0 N.A.
Real Constant Sets 23 15 N.A.
Material Property Sets 16 9 N.A.
Nodes 187743 187386 187386
Elements 175100 151684 151684
Unsupported Elements N.A. N.A. 0
Coupling 8970 7948 N.A.
Constraint Equations 0 0 N.A.

"Unsupported" means not supported by checker, which only reviews structural element types.


Supported Element Types
Type # Library Name Number of Elements
1 SOLID45 138158
2 SOLID95 1104
3 SOLID92 7830
5 BEAM4 136
7 COMBIN14 390
8 COMBIN14 96
9 COMBIN14 8
10 CONTAC52 3962

Basic Material Properties Referenced By Selected Elements
MAT # # Elements Young's Modulus Poisson's Ratio Density Coefficient Thermal Exp. Nonlinear
1 51276 3.01071E+07 0.31129 7.71222E-04 7.28048E-06 No
2 42944 3.01071E+07 0.31129 7.71222E-04 7.28048E-06 No
3 12320 3.01071E+07 0.31129 7.71222E-04 7.28048E-06 No
4 10240 2.97656E+07 0.28937 7.32402E-04 6.11600E-06 No
5 5760 2.97656E+07 0.28937 7.32402E-04 6.11600E-06 No
6 13560 3.01071E+07 0.31129 7.71222E-04 7.28048E-06 No
7 2546 3.01071E+07 0.31129 7.71222E-04 7.28048E-06 No
8 136 30106. 0.31129 0.0000 7.28048E-06 No
16 12902 5.74000E+08 0.31410 7.71222E-04 7.28048E-06 No

For orthotropic properties,EX,NUXY and ALPX are listed. All properties are evaluated at T = TREF = 70.000


 
 
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Finite Element Model Boundary Condition Counts

(For the Selected,Supported Elements/Nodes)
With Solid Model BCs Transferred:
Imposed UX Displacements ....................... 3
Imposed UY Displacements ....................... 4
Imposed UZ Displacements ....................... 596
Imposed ROTX Displacements ....................... 0
Imposed ROTY Displacements ....................... 0
Imposed ROTZ Displacements ....................... 0
Applied FX Forces ....................... 0
Applied FY Forces ....................... 0
Applied FZ Forces ....................... 0
Applied MX Moments ....................... 0
Applied MY Moments ....................... 0
Applied MZ Moments ....................... 0
Imposed Temperatures on Nodes ....................... 0
Imposed Temperatures on Elements ....................... 0
# of Elements With Applied Pressure(s) ....................... 176
Uniform Temperature ....................... 300.00
Reference Temperature ....................... 70.000

Global Inertia Loads X Y Z
Linear Acceleration(ACEL)
(G-loads)		 7.88861E-31 0.0000 0.0000
Angular Velocity(OMEGA)
(about Global CS)		 0.0000 0.0000 0.0000
Angular Acceleration(DOMEGA)
(about Global CS)		 0.0000 0.0000 0.0000
Location of Ref CS(CGLOC) 0.0000 0.0000 0.0000
Angular Velocity(CGOMEGA)
(about reference CS)		 0.0000 0.0000 0.0000
Angular Acceleration(DCGOMG)
(about reference CS)		 0.0000 0.0000 0.0000
No Linear Component Inertia Loads Defined
No Angular Component Inertia Loads Defined

 
 
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Basic Finite Element Solution Information
Analysis Type ...................................... Static
Equation Solver ...................................... PCG
ANSYS Model Dimensionality ...................................... 3d
Rotated Nodal Coordinate Systems ...................................... Yes
Nonlinear Model  help ...................................... Yes
Nonconservative Model  help ...................................... No
Active DOF in Model 
UX
UY
UZ
ROTX
ROTY
ROTZ

 
 
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Nonlinear and Load Step Summary

(DBP-Determined By Program, command default or set by Solution Controls)

Nonlinear Behavior
Large Deformation Effects .................... No
Pressure Loads on Model .................... Yes
Stress Stiffening Effects .................... No
Prestress Effects .................... No
Spin Softening Effects .................... No
Plasticity .................... No
Creep .................... No
Hyperelasticity .................... No
Viscoelasticity .................... No
Viscoplasticity .................... No
Nonlinear Elasticity .................... No
Gasket Material .................... No
Cast Iron Materials .................... No
Concrete Materials .................... No
User Defined Materials .................... No
Nonlinear Element Types .................... Yes
Number of Contact/Target Elements .................... 3962
Some Material Properties Have mu > 0 .................... No
(Probably have friction if mu > 0)

Nonlinear Controls
Newton-Raphson Key(NROPT) .................... AUTO
Solution Controls Key(SOLC) .................... Yes
Line Search Key(LNSRCH) .................... OFF
Automatic Time Stepping Key(AUTOTS) .................... OFF
Predictor .................... OFF

Load Step Options
Time at End of Load Step .................... 1.0000
Step Boundary Conditions(KBC) .................... DBP
Number of Substeps(NSUBST) .................... 1
Max. Number of Substeps .................... 1
Min. Number of Substeps .................... 1
Number of Equilibrium Iterations(NEQIT) .................... 50
Stiffness Matrix Reuse Key(KUSE) .................... DBP
Inertia Relief .................... No

Convergence Settings
Nonconvergence/Termination Key(NCNV)
KSTOP value ............................ 1
DLIM(displ limit) ............................ DBP
ITLIM(iteration limit) ............................ DBP
ETLIM(elapsed time limit) ............................ DBP
CPLIM(CPU time limit) ............................ DBP
Convergence Criteria(CNVTOL)
FORCE value ............................ DBP
FORCE Tolerance ............................ 5.00000E-04
FORCE norm ............................ L2 Norm
FORCE min. reference ............................ DBP
MOMENT value ............................ DBP
MOMENT tolerance ............................ DBP
MOMENT norm ............................ L2 Norm
MOMENT min. reference ............................ DBP

 
 
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Finite Element Model Diagnostics (5 WARNINGS)
Number of Element Parts help .............................................................. 15
Based on  
Coupling Equations Ignored
1-D Elements Ignored

Element Checks (2 WARNINGS) help
Number of Isolated Elements .............................. 0
 
Number of Unused Element Types .............................. 0
 
Number of Unused Materials .............................. 0
 
Number of Unused Real Sets .............................. 4
Real Set# = 1
Real Set# = 2
Real Set# = 7
Real Set# = 9
 
Number of Needed(but Undefined)Materials .............................. 0
 
Number of Needed(but Undefined)Real Sets .............................. 0
 
Number of Elements With Shape Warnings .............................. 839
(elements are defined as component caegewrn)
Number of Elements With Shape Errors .............................. 0
Max. Shape Features Causing Warnings/Errors
Max. Aspect Ratio .............................................................. 135.47
Max. Jacobian Ratio .............................................................. 498.46
Max. Corner Angle .............................................................. 175.94
Max. Deviation from Parallelism .............................................................. 73.129
Max. Warping Factor .............................................................. 9.54390E-02

Element, Type - Specific, Information
Number of Superelements ........................................... 0
Number of Contact/Target Elements ........................................... 3962
Number of Pretension Elements ........................................... 0
Number of P-elements ........................................... 0
Number of Mesh Elements
(mesh 200)		 ........................................... 0
Number of Surface Effect Elements ........................................... 0
Number of Shell Elements
(excluding axishells 51,61, 208,209)		 ........................................... 0
Number of Axisymmetric Elements ........................................... 0
Number of Harmonic Elements ........................................... 0
Number of Composite Elements ........................................... 0
Number of Explicit (LS/DYNA) Elements ........................................... 0
Number of Lumped Mass Elements
(Mass21)		 ........................................... 0
Number of Gasket Elements ........................................... 0
Number of MPC184 Elements ........................................... 0
Number of 1-D/0-D Elements ........................................... 4592
(includes 1-D contact,beams,spars,axishells,lumped mass,etc.)  
Nodal Checks (1 WARNINGS) help
Number of Unused Nodes .......................... 0
Number Of Nodes With Imposed Displacements
And No Corresponding DOF		 .......................... 0
Number of Applied Forces/Moments
With No Corresponding DOF		 .......................... 0
Number of Nodes With Imposed
Displacement/Force Conflict		 .......................... 0
Number of Nodes With DOF Mismatch .......................... 1008
(nodes are defined as "caegmis")
Number of Nodes With DOF Mismatch and
No Corresponding Constraint Equations		 .......................... 1008
(nodes are defined as "caegmisn")

Mesh Compatibility Checks help
(for entire model, not selected set)
Elements With Mesh Compatibility Warnings .......................... 0

Coupling Equation Checks ( 1 WARNINGS) help
(Coupling set checks limited to the first 100 violations)
 
Noncoincident Nodes
(coincidence tolerance = 1.00000E-04)
Number of Coupling Sets With Noncoincident Nodes .......................... 100
Coupling Set Numbers
7856 7857 7858 7861 7862 7863 7864 7867 7868 7869
7870 7871 7872 7873 7874 7875 7876 7879 7880 7881
7882 7883 7884 7885 7886 7887 7888 7894 7895 7896
7897 7898 7899 7904 7905 7906 7907 7908 7909 7917
7918 7923 7924 7927 7928 7933 7934 7940 7941 7950
7951 7952 7953 7960 7961 7968 7969 7970 7971 7976
7977 7984 7985 7986 7987 7994 7995 7997 7998 8004
8007 8008 8011 8012 8016 8019 8023 8024 8026 8028
8031 8033 8038 8039 8040 8043 8046 8048 8051 8053
8057 8059 8062 8063 8066 8067 8073 8074 8077 8078
Number of Nodes in Coupling Sets .......................... 200
(nodes are defined as caegnccp)
 
Non-parallel Nodal Directions
(angular tolerance = 0.10000 degrees)
Coupling Check Limit Caused This Test To Be Omitted
 
Coupling Equations Used With Large Deflection .......................... No

Reasonable Values Check help
Material Property Checks
Data checked, no violations of specified ranges.
Loading Checks
Data checked, no violations of specified ranges.

FEA Model Mass Summary (1 WARNINGS) help
(excluding superelements)
Number of Materials With Undefined Density ............ 1
Number of Associated Elements With No Density ............ 136
(Note - some elements may not need density)
Mass Summary For Entire Model
Mass in X-direction .............................................................. 4.02972E-02
Mass in Y-direction .............................................................. 4.02972E-02
Mass in Z-direction .............................................................. 4.02972E-02
X-Center of Mass .............................................................. 1.80487E-02
Y-Center of Mass .............................................................. -9.9883
Z-Center of Mass .............................................................. 0.88179
Mass Summary For PART 1 e
Mass in X-direction .............................................................. 9.47574E-03
Mass in Y-direction .............................................................. 9.47574E-03
Mass in Z-direction .............................................................. 9.47574E-03
X-Center of Mass .............................................................. -3.11741E-02
Y-Center of Mass .............................................................. 2.4286
Z-Center of Mass .............................................................. 1.1552
Mass Summary For PART 2 e
Mass in X-direction .............................................................. 2.17155E-02
Mass in Y-direction .............................................................. 2.17155E-02
Mass in Z-direction .............................................................. 2.17155E-02
X-Center of Mass .............................................................. 9.84464E-18
Y-Center of Mass .............................................................. -12.770
Z-Center of Mass .............................................................. 0.79500
Mass Summary For PART 3 e
Mass in X-direction .............................................................. 1.89270E-03
Mass in Y-direction .............................................................. 1.89270E-03
Mass in Z-direction .............................................................. 1.89270E-03
X-Center of Mass .............................................................. 3.99736E-11
Y-Center of Mass .............................................................. 4.00680E-06
Z-Center of Mass .............................................................. 0.75250
Mass Summary For PART 4 e
Mass in X-direction .............................................................. 1.21806E-04
Mass in Y-direction .............................................................. 1.21806E-04
Mass in Z-direction .............................................................. 1.21806E-04
X-Center of Mass .............................................................. -7.31394E-11
Y-Center of Mass .............................................................. 6.37736E-06
Z-Center of Mass .............................................................. 0.12688
Mass Summary For PART 5 e
Mass in X-direction .............................................................. 3.50025E-04
Mass in Y-direction .............................................................. 3.50025E-04
Mass in Z-direction .............................................................. 3.50025E-04
X-Center of Mass .............................................................. 1.53731E-16
Y-Center of Mass .............................................................. 6.82330E-06
Z-Center of Mass .............................................................. 0.80250
Mass Summary For PART 6 e
Mass in X-direction .............................................................. 3.58021E-04
Mass in Y-direction .............................................................. 3.58021E-04
Mass in Z-direction .............................................................. 3.58021E-04
X-Center of Mass .............................................................. 2.14611E-16
Y-Center of Mass .............................................................. 8.98300E-06
Z-Center of Mass .............................................................. 0.80250
Mass Summary For PART 7 e
Mass in X-direction .............................................................. 9.17982E-05
Mass in Y-direction .............................................................. 9.17982E-05
Mass in Z-direction .............................................................. 9.17982E-05
X-Center of Mass .............................................................. -5.68110E-12
Y-Center of Mass .............................................................. 6.42540E-06
Z-Center of Mass .............................................................. 1.3884
Mass Summary For PART 8 e
Mass in X-direction .............................................................. 1.89270E-03
Mass in Y-direction .............................................................. 1.89270E-03
Mass in Z-direction .............................................................. 1.89270E-03
X-Center of Mass .............................................................. 3.99737E-11
Y-Center of Mass .............................................................. -25.540
Z-Center of Mass .............................................................. 0.75250
Mass Summary For PART 9 e
Mass in X-direction .............................................................. 3.50025E-04
Mass in Y-direction .............................................................. 3.50025E-04
Mass in Z-direction .............................................................. 3.50025E-04
X-Center of Mass .............................................................. -1.91708E-16
Y-Center of Mass .............................................................. -25.540
Z-Center of Mass .............................................................. 0.80250
Mass Summary For PART 10 e
Mass in X-direction .............................................................. 3.58021E-04
Mass in Y-direction .............................................................. 3.58021E-04
Mass in Z-direction .............................................................. 3.58021E-04
X-Center of Mass .............................................................. 1.19634E-15
Y-Center of Mass .............................................................. -25.540
Z-Center of Mass .............................................................. 0.80250
Mass Summary For PART 11 e
Mass in X-direction .............................................................. 2.97245E-03
Mass in Y-direction .............................................................. 2.97245E-03
Mass in Z-direction .............................................................. 2.97245E-03
X-Center of Mass .............................................................. 5.39934E-14
Y-Center of Mass .............................................................. -26.195
Z-Center of Mass .............................................................. 0.80250
Mass Summary For PART 12 e
Mass in X-direction .............................................................. 1.21806E-04
Mass in Y-direction .............................................................. 1.21806E-04
Mass in Z-direction .............................................................. 1.21806E-04
X-Center of Mass .............................................................. -2.99620E-11
Y-Center of Mass .............................................................. -25.540
Z-Center of Mass .............................................................. 0.12688
Mass Summary For PART 13 e
Mass in X-direction .............................................................. 9.17982E-05
Mass in Y-direction .............................................................. 9.17982E-05
Mass in Z-direction .............................................................. 9.17982E-05
X-Center of Mass .............................................................. -5.68018E-12
Y-Center of Mass .............................................................. -25.540
Z-Center of Mass .............................................................. 1.3884
Mass Summary For PART 14 e
Mass in X-direction .............................................................. 1.33945E-04
Mass in Y-direction .............................................................. 1.33945E-04
Mass in Z-direction .............................................................. 1.33945E-04
X-Center of Mass .............................................................. -4.3160
Y-Center of Mass .............................................................. 3.0380
Z-Center of Mass .............................................................. 1.3269
Mass Summary For PART 15 e
Mass in X-direction .............................................................. 3.70903E-04
Mass in Y-direction .............................................................. 3.70903E-04
Mass in Z-direction .............................................................. 3.70903E-04
X-Center of Mass .............................................................. 4.3160
Y-Center of Mass .............................................................. 3.0380
Z-Center of Mass .............................................................. 1.3203
Mass Summary For 1-D Elements Ignored in Parts
Mass in X-direction .............................................................. 0.0000
Mass in Y-direction .............................................................. 0.0000
Mass in Z-direction .............................................................. 0.0000
X-Center of Mass .............................................................. 0.0000
Y-Center of Mass .............................................................. 0.0000
Z-Center of Mass .............................................................. 0.0000

Net Load Summary help
(excluding superelement loads)

All force directions are parallel to global Cartesian.
Moments are about the global Cartesian axes at the origin.

Entire Model - Net Load Summary(at the end of the load step)
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -2.32923E-11
Fy .............................................................. -10704.
Fz .............................................................. 2.09953E-11
Mx .............................................................. 8590.0
My .............................................................. -2.66676E-12
Mz .............................................................. -6.47038E-10
Inertia Loads Only
Fx .............................................................. -3.17889E-32
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.80311E-32
Mz .............................................................. -3.17518E-31
Surface Loads Only
Fx .............................................................. -2.32923E-11
Fy .............................................................. -10704.
Fz .............................................................. 2.09953E-11
Mx .............................................................. 8590.0
My .............................................................. -2.66676E-12
Mz .............................................................. -6.47038E-10
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Part by Part Load Summary(at the end of the load step)
(excluding superelement loads)
Load Summary For PART 1 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -7.47504E-33
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -8.63509E-33
Mz .............................................................. 1.81538E-32
Inertia Loads Only
Fx .............................................................. -7.47504E-33
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -8.63509E-33
Mz .............................................................. 1.81538E-32
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 2 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -1.71305E-32
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.36187E-32
Mz .............................................................. -2.18757E-31
Inertia Loads Only
Fx .............................................................. -1.71305E-32
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.36187E-32
Mz .............................................................. -2.18757E-31
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 3 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -1.49308E-33
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.12354E-33
Mz .............................................................. 5.98246E-39
Inertia Loads Only
Fx .............................................................. -1.49308E-33
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.12354E-33
Mz .............................................................. 5.98246E-39
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 4 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -9.60882E-35
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.21920E-35
Mz .............................................................. 6.12789E-40
Inertia Loads Only
Fx .............................................................. -9.60882E-35
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.21920E-35
Mz .............................................................. 6.12789E-40
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 5 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -2.76121E-34
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.21587E-34
Mz .............................................................. 1.88405E-39
Inertia Loads Only
Fx .............................................................. -2.76121E-34
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.21587E-34
Mz .............................................................. 1.88405E-39
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 6 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -2.82429E-34
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.26649E-34
Mz .............................................................. 2.53706E-39
Inertia Loads Only
Fx .............................................................. -2.82429E-34
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.26649E-34
Mz .............................................................. 2.53706E-39
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 7 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -7.24160E-35
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.00545E-34
Mz .............................................................. 4.65302E-40
Inertia Loads Only
Fx .............................................................. -7.24160E-35
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.00545E-34
Mz .............................................................. 4.65302E-40
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 8 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -1.49308E-33
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.12354E-33
Mz .............................................................. -3.81332E-32
Inertia Loads Only
Fx .............................................................. -1.49308E-33
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -1.12354E-33
Mz .............................................................. -3.81332E-32
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 9 e
Total - Inertia Loads, Surface Loads, and Nodal Loads
Fx .............................................................. -2.76121E-34
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.21587E-34
Mz .............................................................. -7.05212E-33
Inertia Loads Only
Fx .............................................................. -2.76121E-34
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. -2.21587E-34
Mz .............................................................. -7.05212E-33
Surface Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Nodal Loads Only
Fx .............................................................. 0.0000
Fy .............................................................. 0.0000
Fz .............................................................. 0.0000
Mx .............................................................. 0.0000
My .............................................................. 0.0000
Mz .............................................................. 0.0000
Load Summary For PART 10 e
Total - Inertia Loads, Surface Loads, and Nodal Loads