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| Analyzed File: | Viga_I_Variável.iam |
| Autodesk Inventor Version: | 2017.2 (Build 212233000, 233) |
| Creation Date: | 10/12/2016, 18:50 |
| Study Author: | Walter A. Kapp |
| Summary: |
Project Info (iProperties)
Title Auto financiado Subject Robo EngeMOVI serial de 7 juntas Author Walter A. Kapp Manager Walter A. Kapp Company EngeMOVI
Part Number Viga_I_Variavél Project RES Designer Walter A. Kapp Engineer Walter A. Kapp Cost R$ 0,00
Design Status WorkInProgress
Mass 125,608 kg Area 3179150 mm^2 Volume 16020700 mm^3 Center of Gravity x=3,62026 mm
y=62,7973 mm
z=-54,5285 mmNote: Physical values could be different from Physical values used by FEA reported below.
Static Analysis:2General objective and settings:
Design Objective Single Point Study Type Static Analysis Last Modification Date 10/12/2016, 18:46 Detect and Eliminate Rigid Body Modes No Separate Stresses Across Contact Surfaces No Motion Loads Analysis No
Mesh settings:
Avg. Element Size (fraction of model diameter) 0,1 Min. Element Size (fraction of avg. size) 0,2 Grading Factor 1,5 Max. Turn Angle 60 deg Create Curved Mesh Elements No Use part based measure for Assembly mesh Yes
Name Aço ABNT1020~1030 General Mass Density 7,84 g/cm^3 Yield Strength 245 MPa Ultimate Tensile Strength 441 MPa Stress Young's Modulus 207 GPa Poisson's Ratio 0,295 ul Shear Modulus 79,9228 GPa Part Name(s) alma
Longarina_interna
Longarina Externa
Longarina_interna
Raiz curva
Reforço raiz
Nervura Flange 2
Tubo Ferramenta
Tubo Ferramenta
Name Aço ABNT1025~1040 General Mass Density 7,84 g/cm^3 Yield Strength 300 MPa Ultimate Tensile Strength 450 MPa Stress Young's Modulus 207 GPa Poisson's Ratio 0,295 ul Shear Modulus 79,9228 GPa Part Name(s) Flange_robô
Load Type Force Magnitude 15000,000 N Vector X 0,000 N Vector Y 15000,000 N Vector Z 0,000 N
Constraint Type Frictionless Constraint
Constraint Type Frictionless Constraint
Constraint Type Fixed Constraint Vector X 0,000 mm
Constraint Name Reaction Force Reaction Moment Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) Frictionless Constraint:1 3239,08 N 76,3349 N 9473,32 N m -7267,76 N m 2479,34 N 5252,79 N m -2082,94 N -3054,77 N m Frictionless Constraint:2 24356 N 96,8858 N 834,576 N m -512,889 N m -24278,8 N -71,2779 N m 1935,07 N -654,508 N m Fixed Constraint:1 0,128022 N 0,121603 N 0,438415 N m 0,000236024 N m 0,0192738 N 0,438415 N m 0,0350824 N 0 N m
Name Minimum Maximum Volume 16020700 mm^3 Mass 125,608 kg Von Mises Stress 0,0811463 MPa 102,869 MPa 1st Principal Stress -14,6548 MPa 80,5834 MPa 3rd Principal Stress -91,2271 MPa 16,4484 MPa Displacement 0,000195846 mm 1,87733 mm Safety Factor 3,04299 ul 15 ul Stress XX -54,2107 MPa 72,3934 MPa Stress XY -26,2428 MPa 44,7094 MPa Stress YY -67,9729 MPa 65,7321 MPa Y Displacement -0,0432094 mm 1,87191 mm
D:\Users\WAK\Documents\Aulas UFPR\TM370 - estruturas metálicas\Walter\CAD\Viga_I\Viga_I_Variável.iam
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