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Design Analysis

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Created Date:
9/25/2013

Reviewed by

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Model Created Date:
9/25/2013
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Executive Summary


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Summary

Model Information

Analysis Type - Natural Frequency (Modal)
Units - Custom - (N, mm, s, °C, K, V, ohm, A, J)
Model location - D:\Autodesk Simulation Manuscript\c10_Autodesk-Simulation\Tut01\c10_tut01.fem
Design scenario description - Design Scenario # 1

Analysis Parameters Information

Processor Information


Number of Frequencies To Calculate 5  
Cutoff Frequency 0 cycles/s
Frequency Shift 0 cycles/s
Expected Rigid Body Modes 1  
Maximum Number of Iterations 32  
Number of Vectors in Subspace Iteration 0  
Orthogonality Check Printout None  
Convergence Value for Eigenvalue  
Avoid Sturn Sequence Check No  
Avoid Bandwidth Minimization No  
Stop After Stiffness Calculations No  
Attempt to Run Despite Errors No  
Do Not Save Restart Files No  
Displacement Data in Output File No  
Equation Numbers Data in Output File No  
Matrices in Output File No  
Element Input Data in Output File No  
Nodal Input Data in Output File No  

Part Information

Part ID Part Name Element Type Material Name
1 Part 1 Beam Stainless Steel (AISI 446)

Element Information

Element Properties used for:

Element Type Beam
Stress Free Reference Temperature -17.7777777777778 °C
Layer 1 - Area 100  
Layer 1 - SA2 84.9600000000002  
Layer 1 - SA3 84.9600000000002  
Layer 1 - J1 1408  
Layer 1 - I2 833.299999999998  
Layer 1 - I3 833.299999999998  
Layer 1 - S2 166.7  
Layer 1 - S3 166.7  

Material Information



Stainless Steel (AISI 446) -Beam

Material Model Standard  
Material Source Autodesk Simulation Material Library  
Material Source File C:\Program Files\Autodesk\Simulation 2014\matlibs\algormat.mlb  
Date Last Updated 2012/07/12-16:51:30  
Material Description Annealed  
Mass Density 7.7994029714961e-006 kg/mm³
Modulus of Elasticity 199947.961490173 N/mm²
Poisson's Ratio 0.3  
Thermal Coefficient of Expansion 1.152e-005 1/°C
Yield Strength 275.790291710583 N/mm²
Ultimate Strength 517.106796957344 N/mm²

Loads

Load data was requested, but no loads were detected.

Constraints

FEA Object Group 1: Nodal General Constraints

Nodal General Constraint

IDDescriptionVertex NumberNode NumberTxTyTzRxRyRz
1Unnamed11YesYesYesYesYesYes

Results Presentation Images

Displacement