Analisis estructural con Inventor

1. 16/3/2018 Reporte_Placa_Patas
file:///C:/Users/ING.Diego%20Cotta/Desktop/carlos/TRIPODE/Part1%20Stress%20Analysis%20Report%2016_03_2018.html 1/5
Reporte_Placa_Patas
Analyzed File: Part1.ipt
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 16/03/2018, 03:40 p.m.
Study Author: Carlos Quintana Vasquez
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Material Steel, Carbon
Density 0,283599 lbmass/in^3
Mass 100,678 lbmass
Area 2407700 mm^2
Volume 5817400 mm^3
Center of Gravity
x=-392,554 mm
y=-710,56 mm
z=109,814 mm
Note: Physical values could be different from Physical values used by FEA reported below.
Static Analysis:1
General objective and settings:
Design Objective Single Point
Study Type Static Analysis
Last Modification Date 16/03/2018, 03:27 p.m.
Detect and Eliminate Rigid Body Modes 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
Material(s)
Name Steel, Carbon
General
Mass Density 0,283599 lbmass/in^3
Yield Strength 50763,2 psi
Ultimate Tensile Strength 60915,8 psi

2. 16/3/2018 Reporte_Placa_Patas
file:///C:/Users/ING.Diego%20Cotta/Desktop/carlos/TRIPODE/Part1%20Stress%20Analysis%20Report%2016_03_2018.html 2/5
Stress Young's Modulus 29007,5 ksi
Poisson's Ratio 0,29 ul
Shear Modulus 11243,2 ksi
Part Name(s) Part1
Operating conditions
Force:1
Load Type Force
Magnitude 10000,000 lbforce
Vector X 0,000 lbforce
Vector Y -10000,000 lbforce
Vector Z 0,000 lbforce
Selected Face(s)
Fixed Constraint:1
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Fixed Constraint:1 10000 lbforce
0 lbforce
1057,1 lbforce ft
-335,071 lbforce ft
10000 lbforce 0 lbforce ft
0 lbforce 1002,59 lbforce ft
Result Summary
Name Minimum Maximum
Volume 5817400 mm^3
Mass 100,678 lbmass
Von Mises Stress 0,309567 MPa 83,0752 MPa
1st Principal Stress -20,3773 MPa 87,4755 MPa
3rd Principal Stress -87,8605 MPa 13,7652 MPa
Displacement 0 mm 1,79083 mm
Safety Factor 4,21305 ul 15 ul
Stress XX -75,0258 MPa 74,5234 MPa
Stress XY -24,8734 MPa 31,3843 MPa
Stress XZ -29,17 MPa 28,5518 MPa
Stress YY -82,3163 MPa 33,5629 MPa
Stress YZ -19,0508 MPa 19,9407 MPa
Stress ZZ -62,1388 MPa 62,9311 MPa
X Displacement -1,52347 mm 0,742072 mm
Y Displacement -0,827025 mm 0,301678 mm
Z Displacement -0,552009 mm 1,22454 mm
Equivalent Strain 0,00000133638 ul 0,000370323 ul
1st Principal Strain -0,00000572626 ul 0,00041573 ul
3rd Principal Strain -0,000423709 ul -0,000000450855 ul
Strain XX -0,000339606 ul 0,000332523 ul
Strain XY -0,000160433 ul 0,000202429 ul
Strain XZ -0,000188147 ul 0,000184159 ul
Strain YY -0,000392768 ul 0,000193779 ul
Strain YZ -0,000122878 ul 0,000128618 ul
Strain ZZ -0,000300622 ul 0,000302747 ul

3. 16/3/2018 Reporte_Placa_Patas
file:///C:/Users/ING.Diego%20Cotta/Desktop/carlos/TRIPODE/Part1%20Stress%20Analysis%20Report%2016_03_2018.html 3/5
Figures
Von Mises Stress
1st Principal Stress
3rd Principal Stress
Displacement
Safety Factor

4. 16/3/2018 Reporte_Placa_Patas
file:///C:/Users/ING.Diego%20Cotta/Desktop/carlos/TRIPODE/Part1%20Stress%20Analysis%20Report%2016_03_2018.html 4/5
Stress XX
Stress XY
Stress XZ
Stress YY
Stress YZ
Stress ZZ
X Displacement
Y Displacement
Z Displacement
Equivalent Strain
1st Principal Strain
3rd Principal Strain
Strain XX
Strain XY

5. 16/3/2018 Reporte_Placa_Patas
file:///C:/Users/ING.Diego%20Cotta/Desktop/carlos/TRIPODE/Part1%20Stress%20Analysis%20Report%2016_03_2018.html 5/5
Strain XZ
Strain YY
Strain YZ
Strain ZZ
C:UsersING.Diego CottaDesktopcarlosTRIPODEPart1.ipt