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Design AnalysisProject Title Here

Created by


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Author:Department:Created Date: 22-Jun-12

Reviewed byReviewer:Department:Model CreatedDate:

22-Jun-12

ReviewerComments:

Executive Summary

This is where to put your Exeutive summary! "o# replae this text with your overall $ro%et Desription!

SummaryModel InformationAnalysis Type - &atural 're(ueny )Modal*+nits - Custom - ) mm# s# ,C# # .# ohm# A# J*Model loation - C:/+sers/Toni/Des0top/'EA - analie/adata0 3/$art1!4emDesi5n senario desription - Desi5n "enario 6 2

Analysis Parameters Inormation

Processor Information

Number of Frequencies To Calculate 5

Cutoff Frequency 0 cycles/s

Frequency Shift 0 cycles/s

Expected Riid !ody "odes 0

"aximum Number of #terations $%

Number of &ectors in Subspace

#teration0


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'rthoonality Chec( )rintout None

Con*erence &alue for Eien*alue +e,005

-*oid Sturn Sequence Chec( No

-*oid !and.idth "inimiation No

Stop -fter Stiffness Calculations No

-ttempt to Run espite Errors No

o Not Sa*e Restart Files Noisplacement ata in 'utput File No

Equation Numbers ata in 'utput File No

"atrices in 'utput File No

Element #nput ata in 'utput File No

Nodal #nput ata in 'utput File No

Part InormationPart ID Part Name Element Type Material Name

+ )art+ !ric( -luminum %0%1,T12 %0%1,T$5+

Element InormationElement Pro!erties used or"

$art1

Element Type !ric(

CompatibilityNot Enforced

#nteration 'rder %nd 'rder

Stress Free Reference

Temperature 0 3C


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ID Descri!tionPartID

SuraceID

Tx Ty T: Rx Ry R:

+ 8nnamed + 1 Aes Aes Aes Aes Aes Aes

Results Presentation Images

Model 1

Model 2


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Model 3

Model 4


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Model 5

Processor .og /iles


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Summary Logs

Autodesk (R) Simulation Natural Frequency (Modal)Version 2012.00.00.016!"#N 0$!Mar!2011%o&yri't (c) 2011 Autodesk #nc. All ri'ts reser*ed.

++++ Memory ,ynamically Allocated - 1/00

++++ Model nit System Settin's3 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! nit System 3 %ustom Force 3 N 4en't 3 mm 5ime 3 s 5em&erature (Asolute) 3 de' % () 5ermal 7ner'y 3 8 Volta'e 3 V %urrent 3 A 7lectrical Resistance 3 om Mass 3 N+s92:mm !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!,A573 8N7 22 20125#M73 0/3 ;M

#N;5 Me=?adatak $=;art1.ds@data=2=ds

;R


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1++++ %


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te maCimum is Eound at equation 6I613 node-22D6 5y

in te u&&er oEE!dia'onal matriC3 numer oE entries in te &roEile - I$10 numer oE symolic non>eros - 2D$$ numer oE real non>eros - 2D$$++++ S&arse MatriC Assemled in


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,irection

Mass a*ailale in direction3 1.107!0$ "ei't a*ailale in direction3 1.2D667H00 ;ercent used in tis direction3 D0.$0L Modes used in tis direction3 /

++++ Modal 7EEecti*e Mass ;artici&ation Factor ,irection

Mode Frequency Modal eEE. mass %umulati*e mass ;artici&at. (J?) (Bei't) (L) (Bei't) (L) Factor 1 I.$6/27H1 6.1DD7!0D 0.00 6.1DD7!0D 0.00 2./0107!06 2 1.D$6127H2 I.DD7!01 61.2I I.DD7!01 61.2I !D.627!0 $./I22I7H2 2.$2/67!0 0.00 I.DD7!01 61.2I !$.I17!0I $ 1.1$1D67H 2.$6127!01 1.1 1.0$/7H00 D0.$0 !/.00II7!0 / 1.2217H 2./7!0I 0.00 1.0$/7H00 D0.$0 $.DID07!06

? ,irection

Mass a*ailale in ? direction3 1.107!0$ "ei't a*ailale in ? direction3 1.2D667H00

;ercent used in tis direction3 D6.I2L Modes used in tis direction3 /

++++ Modal 7EEecti*e Mass ;artici&ation Factor ? ,irection

Mode Frequency Modal eEE. mass %umulati*e mass ;artici&at. (J?) (Bei't) (L) (Bei't) (L) Factor 1 I.$6/27H1 I.D$/07!01 60.I I.D$/07!01 60.I !D.$0/7!0 2 1.D$6127H2 .$2$17!0D 0.00 I.D$/07!01 60.I !1.D6ID7!06 $./I22I7H2 2.$//7!01 1.0D 1.0007H00 D0.06 !/.00167!0 $ 1.1$1D67H $.01/27!0D 0.00 1.0007H00 D0.06 2.02267!06 / 1.2217H D./6/27!02 6.66 1.11/I7H00 D6.I2 2./$27!0

' - +++++

Mode Frequency Modal eEEecti*e mass (mass units)


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no. (J?) K!dir. !dir. ?!dir. 1 I.$I7H01 1./I217!1$ 6.2/$D7!12 I.27!0/ 2 1.D$67H02 .I//7!1$ D.0227!0/ .$DDD7!12 $./I27H02 2.0627!1 2.$I1$7!1 2./0167!0/ $ 1.1$27H0 .10D17!1 2./0II7!0/ $.0107!12 / 1.227H0 1.117!1 2.I/7!11 D.I2I07!06

5otal mass used 6.0127!1 1.0/$07!0$ 1.16D7!0$ Mass a*ailale 1.107!0$ 1.107!0$ 1.107!0$ ;ercent used 0.00 D0.$0 D6.I2

Mode Frequency Modal eEEecti*e mass (Bei't) no. (J?) K!dir. !dir. ?!dir. 1 I.$I7H01 1./$27!10 6.1DD7!0D I.D$/07!01 2 1.D$67H02 .66627!10 I.DD7!01 .$2$17!0D $./I27H02 2.02/07!0 2.$2/67!0 2.$//7!01 $ 1.1$27H0 .0/0/7!0 2.$6127!01 $.01/27!0D / 1.227H0 1.1I67!0 2./7!0I D./6/27!02

5otal mass used 6.II7!0 1.0$/7H00 1.11/I7H00 Mass a*ailale 1.2D667H00 1.2D667H00 1.2D667H00 ;ercent used 0.00 D0.$0 D6.I2

Mode Frequency Modal mass (L) %umulati*e mass (L) no. (J?) K!dir. !dir. ?!dir. K!dir. !dir. ?!dir. 1 I.$I7H01 0.00 0.00 60.I 0.00 0.00 60.I 2 1.D$67H02 0.00 61.2I 0.00 0.00 61.2I 60.I $./I27H02 0.00 0.00 1.0D 0.00 61.2I D0.06 $ 1.1$27H0 0.00 1.1 0.00 0.00 D0.$0 D0.06 / 1.227H0 0.00 0.00 6.66 0.00 D0.$0 D6.I2

Mode Frequency Modal ;artici&ation Factors no. (J?) K!dir. !dir. ?!dir. 1 I.$I7H01 !1.2/D7!0I 2./0107!06 !D.$0/7!0 2 1.D$67H02 !1.2I7!0I !D.627!0 !1.D6ID7!06 $./I27H02 $./$27!0I !$.I17!0I !/.00167!0

$ 1.1$27H0 /./I/17!0I !/.00II7!0 2.02267!06 / 1.227H0 !.$627!0I $.DID07!06 2./$27!0


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1++++ ;R#N5 ) (sec)!!!!!! !!!!!!!!!!! !!!!!!!!!!! !!!!!!!!!!!

1 $.6I2/7H02 I.$6/7H01 1.$$I7!02 2 1.1/7H0 1.D$617H02 /.$16D7!0 2.DI2D7H0 $./I27H02 2.1DI17!0 $ I.1I$/7H0 1.1$17H0 D.I/I67!0$ / D.11DI7H0 1.2217H0 I.I27!0$1++++ 57M;


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%o&yri't (c) 2011 Autodesk #nc. All ri'ts reser*ed.

Structural 2D 1 1 / 0 1++++ ,ynamic linear modal analysis++++ Memory ,ynamically Allocated - 1/00


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a'sd@ar!Bin!iCD6.dll V7RS#


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Mode Frequency Modal eEE. mass %umulati*e mass ;artici&at. (J?) (Bei't) (L) (Bei't) (L) Factor 1 I.$6/27H1 I.D$/07!01 60.I I.D$/07!01 60.I !D.$0/7!0 2 1.D$6127H2 .$2$17!0D 0.00 I.D$/07!01 60.I !1.D6ID7!06 $./I22I7H2 2.$//7!01 1.0D 1.0007H00 D0.06 !/.00167!0 $ 1.1$1D67H $.01/27!0D 0.00 1.0007H00 D0.06 2.02267!06 / 1.2217H D./6/27!02 6.66 1.11/I7H00 D6.I2 2./$27!0

Frequencies mode circular numer Erequency Erequency &eriod

(rad:sec) (Jert>) (sec) !!!!!! !!!!!!!!!!! !!!!!!!!! !!!!!! !!!!!!!!! 1 $.6I2/7H02 I.$6/7H01 1.$$I7!02 2 1.1/7H0 1.D$617H02 /.$16D7!0 2.DI2D7H0 $./I27H02 2.1DI17!0 $ I.1I$/7H0 1.1$17H0 D.I/I67!0$ / D.11DI7H0 1.2217H0 I.I27!0$

ds.tI - D1.ID1 kiloytes ds.tD - 1/$.21/ kiloytes ds.t - I6./ kiloytes ds.t10 - 0.000 kiloytes ds.t11 - 0.06 kiloytes

ds.t12 - 0.0I0 kiloytes ds.t1 - 0.000 kiloytes ds.t1$ - 00.6I2 kiloytes ds.t1/ - 0.000 kiloytes ds.t/1 - $.62/ kiloytes ds.t/2 - 0$1.6 kiloytes ds.t/$ - D.11 kiloytes ds.t// - 112I.62/ kiloytes ds.t/6 - 22//.2/0 kiloytes ds.t/D - I6.6 kiloytes

total tem&orary disk stora'e (me'aytes) - 1.$I2

ds.ml - 10.10 kiloytes

ds.mo - II0.06 kiloytes++++ 7#N ,7475#N 57M;


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;rocessin' com&leted Eor model3%3=sers=5onic=,eskto&=F7A ! anali>e=?adatak $=;art1.ds@data=2=dsO

++++ 57M;


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Solid #es= Statistics

"esh type "ix of bric(sB .edesB pyramids and tetrahedra

atertiht Aes

"esh has microholes No

Total nodes $50%

&olume 1;$


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Sin' as&ect ratio oE solid elements

F#NA4 S5A5#S5#%S3

7lements uilt ($/6D noded)3 2I$ ( $/$ 2D $6 166 )

Volume ($/6D noded L)3 $I.D10$$0 ( 1.12 1.I0 0./ 6.2 )

Numer oE nodes3 /02


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4en't ratios (a*') /.I . 2.0 1.2

4en't ratios (maC) 102.D 11. 2.6 2.$

As&ect ratio3 unconstrained ( .6 .0 1.2 1.1 )

A*era'e as&ect ratios3 ( 1. 1. 1.1 1.0 )

Numer oE restarts3 0

7la&sed time3 0 minutes D seconds

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