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| Analyzed File: | Viga_I_Variável.iam |
| Autodesk Inventor Version: | 2017.2 (Build 212233000, 233) |
| Creation Date: | 06/12/2016, 22:28 |
| 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 Date Created 08/11/2016
Design Status WorkInProgress
Mass 131,777 kg Area 3466780 mm^2 Volume 16807800 mm^3 Center of Gravity x=67,3222 mm
y=70,1115 mm
z=-56,0844 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 06/12/2016, 22:26 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 Frictionless Constraint
Constraint Name Reaction Force Reaction Moment Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z) Frictionless Constraint:1 4424 N 250,687 N 43553,9 N m -43488,4 N m 922,653 N 722,03 N m 4319,45 N -2276,52 N m Frictionless Constraint:2 16149,7 N -360,11 N 1303,14 N m -457,907 N m -15328,1 N -89,3902 N m 5072,54 N -1216,76 N m Frictionless Constraint:3 369,967 N 369,967 N 15,5903 N m -0,000779261 N m 0,339919 N 0,756968 N m 0,00884959 N -15,5719 N m
Name Minimum Maximum Volume 16807700 mm^3 Mass 131,777 kg Von Mises Stress 0,130515 MPa 146,689 MPa 1st Principal Stress -25,756 MPa 130,517 MPa 3rd Principal Stress -83,4284 MPa 24,8913 MPa Displacement 0,000597697 mm 1,73824 mm Safety Factor 1,41114 ul 15 ul Stress XX -71,4377 MPa 129,269 MPa Stress XY -61,5456 MPa 65,7524 MPa Stress YY -70,7566 MPa 66,6708 MPa Y Displacement -0,0323175 mm 1,73729 mm Contact Pressure 0 MPa 349,513 MPa
D:\Users\WAK\Documents\Aulas UFPR\TM370 - estruturas metálicas\Walter\CAD\Viga_I\Viga_I_Variável.iam
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