Stress Analysis Report Initial Okto Abriansah

stress_analysis_report_initial_okto_abriansah

 Analyzed File:

Week 9 - Problem Set.iam

 Autodesk Inventor  Version:

20! "#uild 20$2000% $2&

'reation (ate:

0)*0!*20!% :+

Study Aut,or:

kto abriansa,

Summary:

stressanalysisre/ortinitialoktoabriansa ,

 Project Info (iProperties)  Summary  Aut,or dmm!00+

 Project Part Part 1umber 1umber Proble Problem m Set (esiner

dmm!00+

'ost

3/9%22

 Status (esin (esin Status WorkInProre WorkInProress ss

 Physical 4ass

$).$5+ lbmass

 Area

+$0.$$ in62

 Volume

+2.2$ in6)

-).+))++ in 'enter o7 8ravity y-).+5!! in z.$02! in 1ote: P,ysi;al values ;ould be di77erent 7rom P,ysi;al values used by F
 Simulation:1 General objective and settins: (esin b>e;tive

Sinle Point

Study ?y/e

Stati; Analysis

@ast 4odi7i;ation (ate

0)*0!*20!% :$9

(ete;t and
1o

Se/arate Stresses A;ross 'onta;t Sur7a;es

1o

4otion @oads Analysis

1o

!esh settins:  Av.
0.

4in.
0.2

8radin Fa;tor

.+

4a. ?urn Anle

0 de

'reate 'urved 4es,
1o

se /art based measure 7or Assembly mes,

Bes

 !aterial(s) 1ame

Steel% 4ild 4ass (ensity

8eneral

 Bield Strent,

0.25)+99 lbmass*in6) )0022.5 /si

ltimate ?ensile Strent, +00)5 /si  BounCs 4odulus Stress

Part 1ame"s&

)905.) ksi

PoissonCs 3atio

0.2!+ ul

S,ear 4odulus

2+). ksi

#ra;ket 4ountin Plate

 "peratin conditions  #orce:1 @oad ?y/e For;e 4anitude 500.000 lb7or;e  Ve;tor D

0.000 lb7or;e

 Ve;tor B

500.000 lb7or;e

 Ve;tor E

0.000 lb7or;e

 Selected #ace(s)

 #orce:$ @oad ?y/e For;e 4anitude +00.000 lb7or;e  Ve;tor D

0.000 lb7or;e

 Ve;tor B

-+00.000 lb7or;e

 Ve;tor E

0.000 lb7or;e

 Selected #ace(s)

 #i%ed &onstraint:1 'onstraint ?y/e

Fied 'onstraint

 Selected #ace(s)

 'esults 'eaction #orce and !oment on &onstraints &onstraint ame

'eaction #orce

!anitude &omponent (*+*,) !anitude 0 lb7or;e

Fied 'onstraint: )00 lb7or;e -)00 lb7or;e 0 lb7or;e

 'esult Summary ame  Volume 4ass  Von 4ises Stress

'eaction !oment

!inimum

!a%imum

).09+ in6) )2.0!)! lbmass 0 ksi

2.$ ksi

st Prin;i/al Stress -+.055+ ksi )).!! ksi )rd Prin;i/al Stress

-2.$!52 ksi 5.00$) ksi

(is/la;ement

0 in

0.0!$5 in

Sa7ety Fa;tor

.$525 ul

+ ul

&omponent (*+*,) -2.592 lb7or;e 7t

))$.2) lb7or;e 7t 0 lb7or;e 7t -))).5!! lb7or;e 7t

 #iures  -on !ises Stress

 1st Principal Stress

 .rd Principal Stress

 /isplacement

 Safety #actor

':/sa  tuas re/ortPSA-20!0++?0050E-00PSAPSFWeek 9 - Problem Set.iam