Duzy Skid Raport

7/25/2019 Duzy Skid Raport

http://slidepdf.com/reader/full/duzy-skid-raport 1/21

Project

First Saved Monday, April 11, 2016

Last Saved Tuesday, June 14, 2016

Product Version 15.0.7 Release

Save Project Before Solution No

Save Project After Solution No



Contents

• Units

• Model (B3) o Geometry

SYS

Parts

o Coordinate Systems

o Connections

Contacts

Contact Region 2

o Mesh

o Static Structural (B4) Analysis Settings

Acceleration

Loads

Solution (B5) Solution Information

Results

SF von Mises

Safety Factor

SF shear stress

Safety Factor SF tensile stress

Safety Factor Probes

• Material Data

o Structural Steel

Units

TABLE 1

Unit System Metric (mm, kg, N, s, mV, mA) Degrees rad/s Celsius

Angle Degrees

Rotational Velocity rad/s

Temperature Celsius

Model (B3)

Geometry

TABLE 2Model (B3) > Geometry

Object Name Geometry

State Fully Defined

Definition

SourceC:\Projekty\Jameks-ansys\04-

05_duzy_skid_zastrzaly_files\dp0\SYS\DM\SYS.scdoc

Type SpaceClaim

Length Unit Meters

Element Control Program Controlled

Display Style Body Color



Bounding Box

Length X 7608,5 mm

Length Y 4000, mm

Length Z 3665,5 mm

Properties

Volume 7,8138e+008 mm³Mass 6133,8 kg

Scale Factor Value 1,

Statistics

Bodies 336

Active Bodies 336

Nodes 117613

Elements 113628

Mesh Metric None

Basic Geometry Options

Solid Bodies No

Surface Bodies Yes

Line Bodies Yes

Parameters Yes

Parameter Key DS

Attributes No

Named Selections No

Material Properties No

Advanced Geometry Options

Use Associativity Yes

Coordinate Systems No

Reader Mode SavesUpdated File

No

Use Instances YesSmart CAD Update No

Compare Parts On Update No

Attach File Via Temp File Yes

Temporary Directory C:\Users\maciejs\AppData\Local\Temp

Analysis Type 3-D

Mixed Import Resolution None

Decompose DisjointGeometry

Yes

Enclosure and SymmetryProcessing

Yes

TABLE 3Model (B3) > Geometry > Body Groups

Object Name SYS

State Meshed

Graphics Properties

Visible Yes

Definition

Suppressed No

Assignment Structural Steel

Coordinate System Default Coordinate System

Bounding Box

Length X 7608,5 mm

Length Y 4000, mm



Length Z 3665,5 mm

Properties

Volume 7,8138e+008 mm³

Mass 6133,8 kg

Statistics

Nodes 117613Elements 113628

Mesh Metric None

TABLE 4Model (B3) > Geometry > SYS > Parts

ObjectNa

me

Rama_dolna\R ama_p owierzc hnie\Po wierzch nia

po śred nia1


po śred nia1


po śred nia2


po śred nia1


po śred nia2


po śred nia1


po śred nia1


po śred nia2


po śred nia1


po śred nia1


po śred nia2

State

Meshed

Graphics Properties

Visible

Yes

Tra

nsp

aren

cy

1

Definition

Sup

pre

ssed

No

Stiffne

ssBeha

vior

Flexible



Co

ordin

at

eS

ystem

Default Coordinate System

ReferenceT

emp

erature

By Environment

Thickne

ss

9, mm 11, mm 19, mm 15, mm 9, mm 15, mm 9, mm 15, mm

Thickne

ssMode

Refresh on Update

Off

setType

Middle

Material

Assignme

nt

Structural Steel

N Yes



online

arEf

fects

Th

ermalStrainEffe

cts

Yes

Bounding Box

Len

gthX

2100,mm

0, mm 300, mm2400,mm

2100,mm

2400,mm

200, mm1400,mm

1100,mm

Len

gthY

2,7215e-013

mm

3700,

mm

3400, mm 200, mm 0, mm1228,

mm

1078,

mm

0, mm200,

mm

Len

gthZ

183,mm

281,mm

0, mm183,mm

0, mm183,mm

0, mm

Properties

Volu

me

3,4587e+006

mm³

1,1437e+007

mm³

1,938e+007

mm³

7,2e+0

06 mm³

6,3e+0

06 mm³

3,9528e+006

mm³

3,684e+006

mm³

3,234e+006

mm³

2,3058e+006

mm³

3,3e+0

06 mm³

Ma

ss

27,151kg

89,778kg

152,13 kg56,52

kg49,455

kg31,029

kg28,919

kg25,387

kg18,101

kg25,905

kg

Ce

ntroidX

-2600,mm

1250, mm 2450, mm 3010, mm 550, mm

C

entro

-

9,5771e-013mm

4,0044

e-014mm

-

2,7211e-013mm

-

5,1872e-014mm

-522, mm -1236,mm -1161,mm -522, mm



idY

Ce

ntro

idZ

49, mm7,821e-

017mm

-140,5mm

140,5mm

-42,5mm

140,5mm

49, mm-42,5mm

140,5mm

49, mm140,5mm

MomentofInertia

Ip

1

75771kg·mm²

1,0301e+008

kg·mm²

1,4655e+008kg·mm²

1,884e+005

kg·mm²

1,6485e+005

kg·mm²

86596kg·mm²

3,6342e+006

kg·mm²

2,4585e+006

kg·mm²

50514kg·mm²

86350kg·mm²

MomentofInertia

Ip2

1,0054e+007

kg·mm²

5,9075e+005

kg·mm²

1,141e+006kg·mm²

2,713e+007

kg·mm²

1,8175e+007

kg·mm²

1,4981e+007

kg·mm²

96398kg·mm²

84623kg·mm²

3,0069e+006

kg·mm²

2,6121e+006

kg·mm²

MomentofInertia

Ip3

9,9779e+006

kg·mm²

1,0242e+008

kg·mm²

1,477e+008kg·mm²

2,7318e+007kg·mm²

1,834e+007

kg·mm²

1,4894e+007

kg·mm²

3,7306e+006

kg·mm²

2,5431e+006

kg·mm²

2,9564e+006

kg·mm²

2,6984e+006

kg·mm²

Surface

Are

a(ap

prox.

)

3,843e+005mm²

1,0397e+006mm²

1,02e+006 mm²4,8e+005 mm²

4,2e+005 mm²

4,392e+005mm²

2,456e+005mm²

2,156e+005mm²

2,562e+005mm²

2,2e+005 mm²

Statistics



Nodes

855 2297 2293 2292 1131 964 997 521 466 576 494

El

eme

nts

752 2119 2129 2130 1018 866 881 457 412 504 436

MeshMetric

None


ObjectName


po śred nia1


po śred nia1


po śred nia2


po śred nia1


po śred nia1


po śred nia2


po śred nia1


po śred nia1


po śred nia2


po śred nia1


po śred nia1

State

Meshed

Graphics Properties

Visible

Yes

Transp

aren

cy

1

Definition

Sup

pre

sse

d

No

St Flexible



iffne

ssBe

havior

Co

ordin

ateS

ys

tem


ReferenceTemp

erature

By Environment

Thickne

ss

15, mm 9, mm 15, mm 9, mm 15, mm 11, mm 19, mm 9, mm

Thi

ckne

ssMode

Refresh on Update

Offs

etT

yp

Middle



e

Material

Assign

me

nt

Structural Steel

No

nline

arEffects

Yes

Th

ermalStrainEffects

Yes

Bounding BoxLen

gthX

1400,mm

2400, mm2100,mm

1400, mm1100,mm

0, mm 300, mm1400,mm

Len

gthY

200,mm

0, mm 200, mm 0, mm 200, mm3700,mm

3400, mm2,0888e-013mm

Len

gthZ

0, mm183,mm

0, mm183,mm

0, mm281,mm

0, mm183,mm

Properties

Volume

4,2e+006 mm³

3,9528e+006mm³

7,2e+006 mm³

6,3e+006 mm³

2,3058e+006mm³

4,2e+006 mm³

3,3e+006 mm³

1,1437e+007mm³

1,938e+007mm³

2,3058e+006mm³

Ma

ss

32,97kg

31,029kg

56,52kg

49,455kg

18,101kg

32,97kg

25,905kg

89,778kg

152,13 kg18,101

kg



Ce

ntroidX

550,mm

2450, mm 550, mm -150, mm-850,mm

Ce

ntroidY

-522,mm

450, mm4,0044e-014mm

-4,0817e-013mm

-1,7687e-013mm

-7,4975e-013mm

Ce

ntroidZ

-42,5mm

49, mm-42,5mm

140,5mm

49, mm-42,5mm

140,5mm

7,7167e-015mm

-140,5mm

140,5mm

49, mm

MomentofInertia

Ip1

1,099e+005

kg·mm²

86596kg·mm²

1,884e+005

kg·mm²

1,6485e+005

kg·mm²

50514kg·mm²

1,099e+005

kg·mm²

86350kg·mm²

1,0301e+008

kg·mm²

1,4655e+008kg·mm²

50514kg·mm²

M

omentofInertia

Ip2

5,3851e+006

kg·mm²

1,4981e+007

kg·mm²

2,713e+007

kg·mm²

1,8175e+007

kg·mm²

3,0069e+006kg·mm²

5,3851e+006

kg·mm²

2,6121e+006

kg·mm²

5,9075e+005

kg·mm²

1,141e+006kg·mm²

3,0069e+006

kg·mm²

Mo

mentofInertia

Ip3

5,495e+006

kg·mm²

1,4894e+007

kg·mm²

2,7318e+007

kg·mm²

1,834e+007

kg·mm²

2,9564e+006kg·mm²

5,495e+006

kg·mm²

2,6984e+006

kg·mm²

1,0242e+008

kg·mm²

1,477e+008kg·mm²

2,9564e+006

kg·mm²

Surfa

ce

2,8e+0

05 mm²

4,392e+005

mm²

4,8e+0

05 mm²

4,2e+0

05 mm²

2,562e+005

mm²

2,8e+0

05 mm²

2,2e+0

05 mm²

1,0397e+006

mm²

1,02e+006 mm²2,562e+005

mm²



Are

a(ap

pr

ox.)

Statistics

Nodes

626 990 1013 868 576 630 464 2291 2280 2272 576

Eleme

nts

556 875 895 767 504 560 406 2114 2107 504

MeshMetric

None

TABLE 6

Model (B3) > Geometry > SYS > Parts

ObjectName

Rama _dolna \Rama _powie rzchni e\Powi erzchn

iapo śred nia2


iapo śred nia1


iapo śred nia1


iapo śred nia1


iapo śred nia2


iapo śred nia1


iapo śred nia2


ia

Rama_do lna\Rama _powierz chnie\Ra ma_zewn etrzna\Po wierzchni

apo średnia

1


apo średnia

2


apo średnia

1

Sta

te

Meshed

Graphics Properties

Visible

Yes

Transp

ar

enc

1



y

Definition

Sup

pr

essed

No

StiffnessBehavior

Flexible

Co

ordinateS

ystem


ReferenceTe

mp

erature

By Environment

Thicknes

s

15, mm11,mm

19, mm 15, mm 9, mm 19, mm

T Refresh on Update



hicknes

sMode

Offs

etType

Middle

MaterialAssignment

Structural Steel

Nonl

inearEffects

Yes

Th

ermal

StrainEffects

Yes

Bounding Box

Len

gth

1400,

mm

1100,

mm

0, mm 300, mm1800,

mm

2100,

mm

0, mm 7600, mm 300, mm



X

Length

Y

200, mm3700,mm

3400, mm 200, mm1328,mm

300, mm 3400, mm

LengthZ

0, mm281,mm

0, mm183,mm

0, mm

Properties

Volum

e

4,2e+006

mm³

3,3e+006

mm³

1,1437e+007mm³

1,938e+007mm³

5,4e+006

mm³

6,3e+006

mm³

2,1872e+006mm³

4,332e+007 mm³

4,323e+007 mm³

1,938e+007 mm³

Mass

32,97kg

25,905kg

89,778kg

152,13 kg42,39

kg49,455

kg17,17

kg340,06 kg 339,36 kg 152,13 kg

CentroidX

-850, mm -1550, mm -2600, mm3010,mm

1,12e-012 mm

0,10366mm

-3650,mm

Ce

ntroidY

-

6,1954e-015mm

3,9426e-015mm

5,3392e-014mm

-

1,9048e-013mm

6,063e-013mm

4,8187e-015mm

4,1303e-015mm

-1186,mm

-1850,mm

-1849,8mm

-8,9797e-013 mm

CentroidZ

-42,5mm

140,5mm

-5,8397e-015mm

140,5mm

-140,5mm

140,5mm

-42,5mm

49,mm

140,5 mm-140,5

mm140,5 mm

MomentofInertiaIp1

1,099e+005

kg·mm²

86350kg·mm

²

1,0301e+008kg·mm

²

1,4655e+008kg·mm²

1,413e+005

kg·mm²

1,6485e+005kg·mm

²

2,5713e+006kg·mm

²

2,5505e+006

kg·mm²

2,5453e+006

kg·mm²

1,4655e+008

kg·mm²

Mom

entof

5,3851e+006

kg·mm²

2,6121e+006

kg·mm²

5,9075e+005

kg·mm²

1,141e+006

kg·mm²

1,1445e+007

kg·mm²

1,8175e+007

kg·mm²

47916kg·mm

²

1,6368e+009

kg·mm²

1,6307e+009

kg·mm²

1,141e+006

kg·mm²



InertiaIp2

MomentofInertiaIp3

5,495e+006

kg·mm²

2,6984e+006kg·mm

²

1,0242e+008kg·mm

²

1,477e+008kg·mm²

1,1587e+007kg·mm

²

1,834e+007

kg·mm²

2,5233e+006kg·mm

²

1,6394e+009

kg·mm²

1,6333e+009

kg·mm²

1,477e+008

kg·mm²

S

urfaceArea(ap

prox.)

2,8e+005

mm²

2,2e+005

mm²

1,0397e+006mm²

1,02e+006mm²

3,6e+005

mm²

4,2e+005

mm²

2,4302e+005mm²

2,28e+006 mm²

2,2753e+006 mm²

1,02e+006 mm²

Statistics

Nodes

628 486 2329 2280 2290 788 944 536 5083 5158 2281

Elements

558 428 2150 2114 2125 699 843 469 4732 4792 2117

MeshMetric

None


O

bject

Rama_d olna\Ra ma_powi erzchnie\









F 0 4\P

F 0 4\P



Name

Rama_z ewnetrzn a\Powier zchniapo średni

a2


a1


a1


a2


a1


a1


a2

Rama_z ewnetrzn a\Powier zchnia

Rama_z ewnetrzn a\Powier zchnia

o wi er zc h ni

ap o śre d ni a 2

o wi er zc h ni

ap o śre d ni a 1

State

Meshed

Graphics Properties

Visible

Yes

Transpare

ncy

1

Definition

Suppresse

d

No

StiffnessBehavio

r

Flexible

C Default Coordinate System



oor

din

at

eSystem

Referenc

eTemper

ature

By Environment

Thickness

19, mm 11, mm 19, mm 11, mm 19, mm 11, mm14,mm

Thickne

ssMode

Refresh on Update

Offs

etTyp

e

Middle

Material



Assignm

ent

Structural Steel

Nonlinear

Effect

s

Yes

Ther

malStrainEffects

Yes

Bounding Box

Len

gthX

300, mm 0, mm 7600, mm 0, mm 300, mm 7600, mm180,mm

Le

ngthY

3400,mm

3700,mm

300, mm 3700,mm

3400, mm 0, mm

Len

gthZ

0, mm 281, mm 0, mm 281, mm 0, mm 281, mm671,48 mm

Properties

Volum

1,938e+007 mm³

1,1437e

+007mm³

4,332e+007 mm³

4,323e+007 mm³

1,1437e

+007mm³

1,938e+007 mm³ 2,3492e+007 mm³

1,6092e+0

06mm³



e

Mass

152,13kg

89,778kg

340,06kg

339,36kg

89,778kg

152,13 kg 184,41 kg12,632 kg

C

entr

oidX

-3650, mm1,912e-012 mm

0,10366mm

3650, mm1,0397e-013 mm

-3,1192e-013 mm

-1550,mm

Ce

ntr

oidY

-4,0817e-013 mm

-7,6855e-014 mm

1850,mm

1849,8mm

7,3413e-014 mm

4,0902e-013 mm

1,0885e-012 mm

1850,mm

-1850,mm

367,mm

533,mm

Ce

ntr

oidZ

-140,5mm

7,5603e-016 mm

140,5mm

-140,5mm

-3,337e-015 mm

140,5mm

-140,5mm

-5,2799e-015 mm

2,513e-015 mm

460,25 mm

Moment

ofInertia

Ip1

1,4655e

+008kg·mm²

1,0301e

+008kg·mm²

2,5505e

+006kg·mm²

2,5453e

+006kg·mm²

1,0301e

+008kg·mm²

1,4655e+008kg·mm²

1,2134e+006kg·mm²

4,3304e+0

05kg·mm²

Momentof

Inertia

Ip2

1,141e+006

kg·mm²

5,9075e+005

kg·mm²

1,6368e+009

kg·mm²

1,6307e+009

kg·mm²

5,9075e+005

kg·mm²

1,141e+006

kg·mm²

8,8884e+008

kg·mm²

4,66e+005

kg·mm²

MomentofIn

erti

1,477e+008

kg·mm²

1,0242e+008

kg·mm²

1,6394e+009

kg·mm²

1,6333e+009

kg·mm²

1,0242e+008

kg·mm²

1,477e+008kg·mm²

8,8762e+008kg·mm²

32954

kg·mm²



aIp3

Surf

aceArea(appro

x.)

1,02e+006 mm²

1,0397e+006mm²

2,28e+006 mm²

2,2753e+006mm²

1,0397e+006mm²

1,02e+006 mm² 2,1356e+006 mm²

1,1494e+0

05mm²

Statistics

Nodes

2288 2275 5110 5151 2291 2283 2276 4746 4726 275

Eleme

nts

2124 2098 4757 4785 2113 2120 2111 4394 4376 238

MeshMetric

None

Documents

Duzy Skid Raport