Modalna Analiza Konstrukcije Krana_rpt

8/10/2019 Modalna Analiza Konstrukcije Krana_rpt

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'rtho onality Chec( )rintout None

Con*er ence &alue for Ei en*alue +e,005

-*oid Sturn Sequence Chec( No

-*oid !and.idth "inimi ation 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 In ormationPart ID Part Name Element Type Material Name

+ 1onstru(ci2a (rana Truss -luminum %0%3,T34 %0%3,T$5+

Element In ormationElement Pro!erties used or"

0onstru !i&a rana

Element Type Truss

Cross,Sectional -rea 0 000% m6

Stress Free ReferenceTemperature 0 7C

#aterial In ormation


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Aluminum $%$&'T&( $%$&'T)*+ 'Truss

"aterial "odel Standard

"aterial Source -utodes( Simulation "aterial 8ibrary

"aterial Source File 9:pro rami masinst*o:-l or Simulation%0+%:matlibs:al ormat mlb

ate 8ast ;pdated %003/+0/%


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+@0 ;nnamed 3>% ++ ;nnamed 3$3 +=@ Aes No Aes No No No

+%> ;nnamed $3= +%5 Aes No Aes No No No

+%3 ;nnamed $$= +%0 Aes No Aes No No No

5< ;nnamed + 03 5% Aes No Aes No No No

+3+ ;nnamed $>3 +$@ Aes No Aes No No No

5 Aes No Aes No No No

55 ;nnamed @< 3@ Aes No Aes No No No

++= ;nnamed $%0 ++% Aes No Aes No No No

+%< ;nnamed $3< +%= Aes No Aes No No No

+$< ;nnamed $=< +$= Aes No Aes No No No

+0 + Aes No Aes No No No

+@% ;nnamed 3>= +@0 Aes No Aes No No No

3> ;nnamed


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+0% ;nnamed %$@ @3 Aes No Aes No No No

35 ;nnamed >< $@ Aes No Aes No No No

+5$ ;nnamed $@< +5+ Aes No Aes No No No

+%5 ;nnamed $$< +%+ Aes No Aes No No No

>< ;nnamed % 0$ >0 Aes No Aes No No No

>+ ;nnamed + $0 =5 Aes No Aes No No No

+>> ;nnamed 33= +>5 Aes No Aes No No No

+>= ;nnamed 333 +>3 Aes No Aes No No No

+5 ;nnamed 33% +>$ Aes No Aes No No No

+


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+5= ;nnamed 303 +53 Aes No Aes No No No

+03 ;nnamed %3% @= Aes No Aes No No No

3= ;nnamed = ;nnamed % 0% =@ Aes No Aes No No No

+3= ;nnamed $ Aes No Aes No No No

+< Aes No Aes No No No

+5@ ;nnamed 3+0 +5> Aes No Aes No No No

=< ;nnamed + %3 =% Aes No Aes No No No+%0 ;nnamed $%< ++= Aes No Aes No No No

=0 ;nnamed + 0< 53 Aes No Aes No No No

@< ;nnamed % $$ @0 Aes No Aes No No No

+5> ;nnamed 30= +55 Aes No Aes No No No

++ Aes No Aes No No No

+@ Aes No Aes No No No


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;nnamed % +> >@ Aes No Aes No No No

++3 ;nnamed $+= ++0 Aes No Aes No No No

+=0 ;nnamed 3+% +5< Aes No Aes No No No

+ ;nnamed + %% =+ Aes No Aes No No No

+$3 ;nnamed $=0 +$% Aes No Aes No No No

+=3 ;nnamed 3%0 +=% Aes No Aes No No No

5$ ;nnamed @3 3> Aes No Aes No No No

+>< ;nnamed 33< +>= Aes No Aes No No No

=+ ;nnamed + +0 55 Aes No Aes No No No

3< ;nnamed Aes No Aes No No No ;nnamed 3%= +=5 Aes No Aes No No No

+ ;nnamed 3== + Aes No Aes No No No

+30 ;nnamed $>% +$< Aes No Aes No No No


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+3@ ;nnamed $@0 +3> Aes No Aes No No No

+53 ;nnamed 300 +5% Aes No Aes No No No

+0= ;nnamed %35 @< Aes No Aes No No No

+@$ ;nnamed 3>< +@+ Aes No Aes No No No

50 ;nnamed ;nnamed $== +$5 Aes No Aes No No No

+$@ ;nnamed $>0 +$> Aes No Aes No No No

< Aes No Aes No No No

+=+ ;nnamed 3+3 +5@ Aes No Aes No No No

+0< ;nnamed $03 +03 Aes No Aes No No No

+>3 ;nnamed 330 +>% Aes No Aes No No No

+5+ ;nnamed $@3 +3@ Aes No Aes No No No

+3$ ;nnamed $>< +3+ Aes No Aes No No No

@$ ;nnamed % %= Aes No Aes No No No

+3% ;nnamed $>= +30 Aes No Aes No No No=3 ;nnamed + += 5< Aes No Aes No No No

+@@ ;nnamed 3@0 +@> Aes No Aes No No No

@% ;nnamed % %3 ;nnamed + 0% 5+ Aes No Aes No No No

+00 ;nnamed %$= @% Aes No Aes No No No

+@= ;nnamed 3$ ;nnamed + @= => Aes No Aes No No No

+55 ;nnamed 30% +5$ Aes No Aes No No No

+++ ;nnamed $+0 +0> Aes No Aes No No No


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12/26

%@ ;nnamed 3= %$ Aes No Aes No No No

+5 ;nnamed +< @ Aes No Aes No No No

+3 ;nnamed +3 > Aes No Aes No No No

$> ;nnamed =% $+ Aes No Aes No No No

%$ ;nnamed $3 +> Aes No Aes No No No

%> ;nnamed 3% %+ Aes No Aes No No No

+= ;nnamed %0 +0 Aes No Aes No No No

$+ ;nnamed 50 %5 Aes No Aes No No No

%= ;nnamed 30 %0 Aes No Aes No No No

3+ ;nnamed >0 $5 Aes No Aes No No No

$< ;nnamed =3 $% Aes No Aes No No No

+0 ;nnamed +% = Aes No Aes No No No

$5 ;nnamed 5< %@ Aes No Aes No No No

@ ;nnamed = 3 Aes No Aes No No No

+% ;nnamed $3% +%$ Aes No Aes No No No

%< ;nnamed 33 %% Aes No Aes No No No30 ;nnamed =< $3 Aes No Aes No No No

++ ;nnamed +0 5 Aes No Aes No No No

> ;nnamed % % Aes No Aes No No No

+$ ;nnamed += < Aes No Aes No No No

< ;nnamed 3 $ Aes No Aes No No No

$@ ;nnamed == $$ Aes No Aes No No No

$= ;nnamed =0 $0 Aes No Aes No No No

%0 ;nnamed %< +3 Aes No Aes No No No

+@ ;nnamed %= +$ Aes No Aes No No No


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$0 ;nnamed 3< %3 Aes No Aes No No No

%+ ;nnamed $0 +5 Aes No Aes No No No

%% ;nnamed $% += Aes No Aes No No No

$% ;nnamed 5% %= Aes No Aes No No No

= ;nnamed $ 30 +%% Aes No Aes No No No

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 Metric mks (S#) Force 3 N 4en't 3 m 5ime 3 s 5em&erature (A solute) 3 de' % ( ) 5 ermal 7ner'y 3 8 Volta'e 3 V %urrent 3 A 7lectrical Resistance 3 o m Mass 3 k' !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!,A573 8 N7 29 20125#M73 093$/ :M

#N: 5 M;,743 %3< sers


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1++++ %;N5R;4 #NF;RMA5#;N

num er oD node &oints (N MN:) - 200 num er oD element ty&es (N745E:) - 1 num er oD load cases (44) - 1 num er oD Drequencies (NF) - / analysis ty&e code (N,EN) - 1 equations &er lock ( 7 ) - 0 andBidt minimi=ation Dla' (M#N N,) - !1 'ra*itational constant ( RAV) - .91$67G00 num er oD equations (N7 ) - 1 6

++++ :R#N5 ;F N;,A4 ,A5A S ::R7SS7,++++ :R#N5 ;F 7 A5#;N N M 7RS S ::R7SS7,++++ :art 13 truss elements

7lement &art num er - 1 num er oD truss mem ers - $ 0 num er oD diDD mem ers - 1 ++++ :R#N5 ;F 5E:7!1 747M7N5 ,A5A S ::R7SS7,

++++ 7 A5#;N :ARAM757RStotal num er oD equations - 1 6

andBidt - 1 num er oD equations in a lock - 9

num er oD locks - 2 lockin' memory (kilo ytes) - H991 a*aila le memory (kilo ytes) - H991

++++ Iard disk Dile si=e inDormation Dor &rocessor3

A*aila le ard disk s&ace on current dri*e - 9 0.$/H me'a ytes

++++ #n*okin' %S4# !7J5 S&arse 7i'ensol*er ...

++++ Sym olic Assem lin' sin' t e RoB!Iits MatriC :roDile ... ++++ Assem led in ;ne lock. ++++ Real S&arse MatriC Assem ly ... 1++++ S5#FFN7SS MA5R#J :ARAM757RS

minimum non!=ero dia'onal element - /.9$907G0H


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Mass a*aila le in E direction3 H. 2H97G01 "ei' t a*aila le in E direction3 H.1 1 7G02 :ercent used in t is direction3 9 .91L Modes used in t is direction3 /

++++ Modal 7DDecti*e Mass :artici&ation Factor E ,irection

Mode Frequency Modal eDD. mass %umulati*e mass :artici&at. (I>) (Bei' t) (L) (Bei' t) (L) Factor 1 $.2 2/ 7G1 .0 2$7G02 $ .00 .0 2$7G02 $ .00 !/.61 27G00 2 $.2 2/ 7G1 9.HH/17G01 12.20 . 6 7G02 //.20 !2. 017G00 1.0106/7G2 1.01 /7G02 1$.19 $. 9 /7G02 6 . 9 ! .22 07G00 $ 1.0106/7G2 1.0 617G02 1$.$1 6.02/67G02 9 .H9 .2$ 27G00 / 1. H$027G2 1.612 7!01 0.02 6.02H27G02 9 .91 !1.291H7!01

> ,irection

Mass a*aila le in > direction3 0.00007G00 "ei' t a*aila le in > direction3 0.00007G00 :ercent used in t is direction3 0.0007G00L

++++ Note3 None out oD / Drequency modes considered

is eDDecti*e in >!direction.

' - .9

Mode Frequency Modal eDDecti*e mass (mass units) no. (I>) J!dir. E!dir. >!dir. 1 $.2 7G01 0.00007G00 .1/097G01 0.00007G00 2 $.2 7G01 0.00007G00 9. $0 7G00 0.00007G00 1.0117G02 0.00007G00 1.0 997G01 0.00007G00 $ 1.0117G02 0.00007G00 1.0//H7G01 0.00007G00 / 1. H$7G02 0.00007G00 1.6$2H7!02 0.00007G00

5otal mass used 0.00007G00 6.1$117G01 0.00007G00

Mass a*aila le 0.00007G00 H. 2H97G01 0.00007G00 :ercent used 0.00 9 .91 0.00


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/ 9.6 27G02 1. H$07G02 H.2HH 7!0 1++++ 57M:;RARE F#47 S5;RA 7 (M7 A E57S)

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!N#5 N;. H 3 0.009

N#5 N;. 9 3 0.00 N#5 N;. 3 0.002 N#5 N;. 10 3 0.000 N#5 N;. 11 3 0.01 N#5 N;. 12 3 0.000 N#5 N;. 1 3 0.000 N#5 N;. 1$ 3 0.000 N#5 N;. 1/ 3 0.000 N#5 N;. /1 3 0.026 N#5 N;. /2 3 0.1 $ N#5 N;. /$ 3 0.001 N#5 N;. // 3 0.001 N#5 N;. /6 3 0.002 N#5 N;. /9 3 0.001

5;5A4 3 0.262 Me'a ytes

Analysis 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.

Structural 200 1 1 / 0 1 ++++ ,ynamic linear modal analysis ++++ Memory ,ynamically Allocated - 1/ 00

;&tions eCecuted are3

N;M#N S :74M S :N;,


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S :5RN

&rocessin' ...

++++ Model nit System Settin's3 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! nit System 3 Metric mks (S#) Force 3 N 4en't 3 m

5ime 3 s 5em&erature (A solute) 3 de' % ( ) 5 ermal 7ner'y 3 8 Volta'e 3 V %urrent 3 A 7lectrical Resistance 3 o m Mass 3 k' !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

++++ ;:7N#N 57M:;RARE F#47S N,EN - 1

,A573 8 N7 29 20125#M73 093$/ :M

#N: 5 M;,743 %3< sers


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++++ :art 1 containin' $ 0 elements

++++ 7nd in&ut oD element &art 1

++++ 7 A5#;N :ARAM757RS total num er oD equations - 1 6

andBidt - 1num er oD equations in a lock - 9num er oD locks - 2

lockin' memory (kilo ytes) - H991a*aila le memory (kilo ytes) - H991

++++ Iard disk Dile si=e inDormation Dor &rocessor3

A*aila le ard disk s&ace on current dri*e - 9 0.$/H me'a ytes

++++ 7 #N MASS #N: 5 ++++ 7N, MASS #N: 5

++++ #n*okin' %S4# !7J5 S&arse 7i'ensol*er ...

++++ Sym olic Assem lin' sin' t e RoB!Iits MatriC :roDile ... ++++ Assem led in ;ne lock. ++++ Real S&arse MatriC Assem ly ... in t e u&&er oDD!dia'onal matriC3 num er oD entries in t e &roDile - $9$ num er oD sym olic non=eros - 690 num er oD real non=eros - $20 ++++ S&arse MatriC Assem led in ;ne lock ++++ &&er cut!oDD Drequency is not set. se 1.0,G1/ as deDault ++++ S&arse 7i'en*alue Sol*in' ...

++++ 7 #N ,#S:4A%7M7N5 ; 5: 5 ++++ :R#N5 ;F ,#S:4A%7M7N5 ; 5: 5 S ::R7SS7, ++++ 7N, ,#S:4A%7M7N5 ; 5: 5

++++ :artici&ation Factor %alculation

"ei' t a*aila le in J direction3 0.00007G00

:ercent used in t is direction3 0.0007G00L

++++ Note3 None out oD / Drequency modes considered


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is eDDecti*e in J!direction.

"ei' t a*aila le in E direction3 H.1 1 7G02 :ercent used in t is direction3 9 .91L Modes used in t is direction3 /

++++ Modal 7DDecti*e Mass :artici&ation Factor E ,irection

Mode Frequency Modal eDD. mass %umulati*e mass :artici&at. (I>) (Bei' t) (L) (Bei' t) (L) Factor 1 $.2 2/ 7G1 .0 2$7G02 $ .00 .0 2$7G02 $ .00 !/.61 27G00

2 $.2 2/ 7G1 9.HH/17G01 12.20 . 6 7G02 //.20 !2. 017G00 1.0106/7G2 1.01 /7G02 1$.19 $. 9 /7G02 6 . 9 ! .22 07G00 $ 1.0106/7G2 1.0 617G02 1$.$1 6.02/67G02 9 .H9 .2$ 27G00 / 1. H$027G2 1.612 7!01 0.02 6.02H27G02 9 .91 !1.291H7!01 "ei' t a*aila le in > direction3 0.00007G00 :ercent used in t is direction3 0.0007G00L

++++ Note3 None out oD / Drequency modes considered is eDDecti*e in >!direction.

Frequencies mode circular num er Drequency Drequency &eriod

(radKsec) (Iert=) (sec) !!!!!! !!!!!!!!!!! !!!!!!!!! !!!!!! !!!!!!!!! 1 2.6/ $7G02 $.2 267G01 2. 6267!02 2 2.6/ $7G02 $.2 267G01 2. 6267!02 6. /017G02 1.01067G02 .9 $H7!0 $ 6. /017G02 1.01067G02 .9 $H7!0 / 9.6 27G02 1. H$07G02 H.2HH 7!0

ds.tH - H.H1 kilo ytes ds.t9 - .$19 kilo ytes ds.t - 1./$H kilo ytes ds.t10 - 0.000 kilo ytes ds.t11 - 1 .20 kilo ytes

ds.t12 - 0.0H0 kilo ytes ds.t1 - 0.000 kilo ytes ds.t1$ - 0.000 kilo ytes


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ds.t1/ - 0.000 kilo ytes ds.t/1 - 26.H H kilo ytes ds.t/2 - 1 .062 kilo ytes ds.t/$ - 0.H9 kilo ytes ds.t// - 0.9H/ kilo ytes ds.t/6 - 1.H/0 kilo ytes ds.t/9 - 1./ 1 kilo ytes

total tem&orary disk stora'e (me'a ytes) - 0.262/

ds.ml - .$$2 kilo ytes

ds.mo - $6. 22 kilo ytes ++++ 7 #N ,7475#N 57M:;RARE F#47S

:rocessin' com&leted Dor model3%3< sers


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/ 9.6 2 6 1/ 0H167G02

Meshing Log0o #es6ing ,ogs -ound7

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Modalna Analiza Konstrukcije Krana_rpt