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Project

First Saved Monday, February 17, 2014

Last Saved Monday, February 17, 2014

Product Version 14.0 Release

Save Project e!ore Solution "o

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Contents

Units

Model (C4)

o Geometry

Solid

o Coordinate Systems

o Mesh

o Modal (C5)

Pre-Stress (None)

Analysis Settings

Fixed Support

Solution (C6)

Solution Inormation

!esults

Material Data

o Stru"tural Steel

Units

TABLE 1

$nit Syste% $.S. &usto%ary 'in, lb%, lb!, s, V, #( )e*rees rad+s Fareneit

#n*le )e*rees

Rotational Velocity rad+s

-e%erature Fareneit

Model (C4)

Geometry

TABLE 2Model (C4) > Geometry

/bject"a%e

Geometry

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State Fully )e!ined

Deinition

Source &$serssai#)ataLocal-e%35R#"316232unsaved3roject3!ilesd08eo%9

1)M8eo%91.a*db

-ye )esi*nModeler

Len*t $nit Milli%eters

:le%ent&ontrol

Pro*ra% &ontrolled

)islayStyle

ody &olor

Bo!ndin" Bo#

Len*t ; 40.2 in

Len*t ? 1.@6> in

Pro$erties

Volu%e .442 inAMass 10.0>1 lb%

Scale FactorValue

1.

%t&tistics

odies 1

#ctiveodies

1

"odes >066

:le%ents @2

Mes Metric "oneB&sic Geometry '$tions

Para%eters =es

Para%eterey

)S

#ttributes "o

"a%edSelections

"o

MaterialProerties

"o

Ad&nced Geometry '$tions

$se#ssociativity

=es

&oordinateSyste%s

"o

ReaderMode Saves$dated File

"o

$se =es

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5nstances

S%art )$date

"o

#ttac FileVia -e%

File

=es

-e%orary)irectory

&$serssai#)ataLocal-e%

#nalysis-ye

Geometry > P&rts

/bject "a%e Solid

State Mesed

Gr&$*ics Pro$erties

Visible =es

-ransarency 1

Deinition

Suressed "o

Sti!!ness eavior FleBible&oordinate Syste% )e!ault &oordinate Syste%

Re!erence -e%erature y :nviron%ent

M&teri&l

#ssi*n%ent Structural Steel

"onlinear :!!ects =es

-er%al Strain :!!ects =es

Bo!ndin" Bo#

Len*t ; 40.2 in

Len*t ? 1.@6> in

Pro$erties

Volu%e .442 inA

Mass 10.0>1 lb%

&entroid ; 1.426 in

&entroid = 92.26> in

&entroid ? 0.642> in

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Mo%ent o! 5nertia 51 1 Coordin&te %ystems > Coordin&te %ystem

/bject "a%e Global Coordinate System

State Fully )e!ined

Deinition

-ye &artesian

&oordinate Syste% 5) 0.

'ri"in

/ri*in ; 0. in

/ri*in = 0. in

/ri*in ? 0. in

Direction&l +ectors

; #Bis )ata E 1. 0. 0.

= #Bis )ata E 0. 1. 0.

? #Bis )ata E 0. 0. 1.

Mesh

TABLE ,Model (C4) > Mes*

/bject "a%e Mesh

State Solved

De&!lts

Pysics Pre!erence Mecanical

Relevance 0

%i-in"

$se #dvanced SiGe Function /!!

Relevance &enter Fine

:le%ent SiGe )e!ault

5nitial SiGe Seed #ctive #sse%bly

S%ootin* Mediu%

-ransition Fast

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San #n*le &enter &oarse

Mini%u% :d*e Len*t 2.e9002 in

.nl&tion

$se #uto%atic 5n!lation "one

5n!lation /tion S%oot -ransition

-ransition Ratio 0.272

MaBi%u% Layers >

8roHt Rate 1.2

5n!lation #l*orit% Pre

VieH #dvanced /tions "o

P&tc* Conormin" '$tions

-rian*le Sur!ace Meser Pro*ra% &ontrolled

Ad&nced

Sae &ecIin* Standard Mecanical

:le%ent Midside "odes Pro*ra% &ontrolledStrai*t Sided :le%ents "o

"u%ber o! Retries )e!ault '4(

:Btra Retries For #sse%bly =es

Ri*id ody eavior )i%ensionally Reduced

Mes Morin* )isabled

Dee&t!rin"

Pinc -olerance Please )e!ine

8enerate Pinc on Re!res "o

#uto%atic Mes ased )e!eaturin* /n

)e!eaturin* -olerance )e!ault

%t&tistics

"odes >066

:le%ents @2

Mes Metric "one

Mod&l (C,)

TABLE /Model (C4) > An&lysis

/bject "a%e Modal (C5)

State Solved

Deinition

Pysics -ye Structural

#nalysis -ye Modal

Solver -ar*et Mecanical #P)L

'$tions

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:nviron%ent -e%erature 71.@ JF

8enerate 5nut /nly "o

TABLE 0Model (C4) > Mod&l (C,) > .niti&l Condition

/bject "a%e Pre-Stress (None)

State Fully )e!ined

Deinition

Pre9Stress :nviron%ent "one

TABLE Model (C4) > Mod&l (C,) > An&lysis %ettin"s

/bject "a%e Analysis Settings

State Fully )e!ined

'$tions

MaB Modes to Find 20Li%it Searc to Ran*e "o

%oler Controls

)a%ed "o

Solver -ye Pro*ra% &ontrolled

otordyn&mics Controls

&oriolis :!!ect /!!

&a%bell )ia*ra% /!!

'!t$!t Controls

Stress =es

Strain =es

"odal Forces "o

&alculate Reactions "o

Store Modal Results Pro*ra% &ontrolled

8eneral Miscellaneous "o

An&lysis D&t& M&n&"ement

Solver Files )irectory Flea!3srin*lea!3srin*3%odal3!ilesd0S=SM:&K

Future #nalysis "one

Scratc Solver Files )irectory

Save M#P)L db "o

)elete $nneeded Files =es

Solver $nits #ctive Syste%

Solver $nit Syste% in

TABLE 3Model (C4) > Mod&l (C,) > Lo&ds

/bject "a%e Fixed Support

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State Fully )e!ined

%co$e

Scoin* Metod 8eo%etry Selection

8eo%etry 2 Faces

Deinition

-ye FiBed Suort

Suressed "o

Solution (C6)

TABLE 1Model (C4) > Mod&l (C,) > %ol!tion

/bject "a%e Solution (C)

State Solved

Ad&$tie Mes* einement

MaB Re!ine%ent Loos 1.

Re!ine%ent )et 2.

.norm&tion

Status )one

-e !olloHin* bar cart indicates te !reuency at eac calculated %ode.

5.GUE 1Model (C4) > Mod&l (C,) > %ol!tion (C/)

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TABLE 11Model (C4) > Mod&l (C,) > %ol!tion (C/)

Mode Freuency EKG

1.

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1. 14

20. 1>>@.4

TABLE 12Model (C4) > Mod&l (C,) > %ol!tion (C/) > %ol!tion .norm&tion

/bject "a%e Solution !n"ormation

State Solved

%ol!tion .norm&tion

Solution /utut Solver /utut

"eHton9Rason Residuals 0

$date 5nterval 2.> s

)islay Points #ll

5E Connection +isi6ility

#ctivate Visibility =es

)islay #ll F: &onnectors

)raH &onnections #ttaced -o #ll "odes

Line &olor &onnection -ye

Visible on Results "o

Line -icIness Sin*le

)islay -ye Lines

TABLE 1Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts

/bject "a%e#otal

$e"ormation#otal

$e"ormation %#otal

$e"ormation otal

$e"ormation '#otal

$e"ormation 5

State Solved%co$e

Scoin* Metod 8eo%etry Selection

8eo%etry #ll odies

Deinition

-ye -otal )e!or%ation

Mode 1. 2. .

5denti!ier

Suressed "o

es!lts

Mini%u% 0. in

MaBi%u% 1.021 in 22.662 in 21.706 in 20.0< in 2@.2 in

.norm&tion

ReortedFreuency

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Mode Freuency EKG

1. @.4

TABLE 1,Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 2

Mode Freuency EKG

1.

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17. 1202.4

16. 1>@.4

TABLE 1/Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion

Mode Freuency EKG

1. @.4

TABLE 10Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 4

Mode Freuency EKG

1.

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10. >72.2

11. @41.>2

12. 61. 1@.7.@.4

TABLE 1Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion ,

Mode Freuency EKG

1. @.4

TABLE 13Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts

/bject "a%e#otal

$e"ormation #otal

$e"ormation #otal

$e"ormation #otal

$e"ormation *#otal $e"ormation

+,

State Solved

%co$e

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Scoin* Metod 8eo%etry Selection

8eo%etry #ll odies

Deinition

-ye -otal )e!or%ation

Mode @. 7. 6. . 10.

5denti!ier

Suressed "o

es!lts

Mini%u% 0. in

MaBi%u% 2 in %ol!tion (C/) > Tot&l Deorm&tion /

Mode Freuency EKG

1. @.4

TABLE 21Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 0

Mode Freuency EKG

1.

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2. @4.@0@

.@.4

TABLE 22Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion

Mode Freuency EKG

1.

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1. 14

20. 1>>@.4

TABLE 2Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 3

Mode Freuency EKG

1. @.4

TABLE 24Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1

Mode Freuency EKG

1.

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12. 61. 1@.7.@.4

TABLE 2,Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts

/bject "a%e#otal

$e"ormation ++#otal

$e"ormation +%#otal

$e"ormation +otal

$e"ormation +'#otal

$e"ormation +5

State Solved

%co$e

Scoin*Metod

8eo%etry Selection

8eo%etry #ll odies

Deinition

-ye -otal )e!or%ation

Mode 11. 12. 1.

5denti!ier

Suressed "o

es!lts

Mini%u% 0. in

MaBi%u% .@47 in 4 Tot&l Deorm&tion 11

Mode Freuency EKG

1.

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. >17.77

10. >72.2

11. @41.>2

12. 61. 1@.7.@.4

TABLE 20Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 12

Mode Freuency EKG

1. @.4

TABLE 2Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1

Mode Freuency EKG

1.

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2. @4.@0@

.@.4

TABLE 23Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 14

Mode Freuency EKG

1.

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1. 14

20. 1>>@.4

TABLE Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1,

Mode Freuency EKG

1. @.4

TABLE 1Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts

/bject "a%e#otal

$e"ormation +#otal

$e"ormation +#otal

$e"ormation +#otal

$e"ormation +*#otal

$e"ormation %,

State Solved

%co$e

Scoin*Metod

8eo%etry Selection

8eo%etry #ll odiesDeinition

-ye -otal )e!or%ation

Mode 1@. 17. 16. 1. 20.

5denti!ier

Suressed "o

es!lts

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Mini%u% 0. in

MaBi%u% 41.0> in 24.261 in 47.76 in 4.246 in 4@.104 in

.norm&tion

ReortedFreuency

110>.< KG 1202.4 KG 1>@.4 KG

TABLE 2Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1/

Mode Freuency EKG

1. @.4

TABLE Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 10

Mode Freuency EKG

1.

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10. >72.2

11. @41.>2

12. 61. 1@.7.@.4

TABLE 4Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 1

Mode Freuency EKG

1. @.4

TABLE ,Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 13

Mode Freuency EKG

1.

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.@.4

TABLE /Model (C4) > Mod&l (C,) > %ol!tion (C/) > Tot&l Deorm&tion 2

Mode Freuency EKG

1.

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20. 1>>@.4

TABLE 0Model (C4) > Mod&l (C,) > %ol!tion (C/) > es!lts

/bject "a%e .ui/alent Stress

State Solved

%co$e

Scoin* Metod 8eo%etry Selection

8eo%etry #ll odies

Deinition

-ye :uivalent 'von9Mises( Stress

Mode 1.

5denti!ier

Suressed "o

.nte"r&tion Point es!lts

)islay /tion #vera*ed

es!lts

Mini%u% >.@62e900 si

MaBi%u% 1.00>@e00@ si

.norm&tion

Reorted Freuency Mod&l (C,) > %ol!tion (C/) > E7!i&lent %tress

Mode Freuency EKG

1.

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17. 1202.4

16. 1>@.4

M&teri&l D&t&

Structural Steel

TABLE 3%tr!ct!r&l %teel > Const&nts

)ensity 0.26 Com$ressie Ultim&te %tren"t*

&o%ressive $lti%ate Stren*t si

0

TABLE 41%tr!ct!r&l %teel > Com$ressie 8ield %tren"t*

&o%ressive =ield Stren*t si

TABLE 42%tr!ct!r&l %teel > Tensile 8ield %tren"t*

-ensile =ield Stren*t si

TABLE 4%tr!ct!r&l %teel > Tensile Ultim&te %tren"t*

-ensile $lti%ate Stren*t si

@@717

TABLE 44%tr!ct!r&l %teel > .sotro$ic %ec&nt Coeicient o T*erm&l E#$&nsion

Re!erence -e%erature F

71.@

TABLE 4,%tr!ct!r&l %teel > Altern&tin" %tress Me&n %tress

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#lternatin* Stress si &ycles Mean Stress si

>.6001e00> 10 0

4.1002e00> 20 0

2.74e00> >0 0

2.044e00> 100 0

1.>>0>e00> 200 0

@02 1.e00@ 0

TABLE 4/%tr!ct!r&l %teel > %tr&in9Lie P&r&meters

Stren*t&oe!!icient si

Stren*t:Bonent

)uctility&oe!!icient

)uctility:Bonent

&yclic Stren*t&oe!!icient si

&yclic StrainKardenin* :Bonent

1. 0.2

TABLE 40%tr!ct!r&l %teel > .sotro$ic El&sticity

-e%erature F =oun*Os Modulus si PoissonOs Ratio ulI Modulus si Sear Modulus si

2.006e007 0.< 2.4177e007

TABLE 4%tr!ct!r&l %teel > .sotro$ic el&tie Perme&6ility

Relative Per%eability

10000