Lifting Beam Pipe 6 inch SCH 80_2007

5. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 1:03 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 mm
Note: Physical values could be different from Physical values used by FEA reported below.

6. 30 Deg_Cross_Page 2 of 8
Static Analysis:1
General objective and settings:
Design Objective Single Point
Study Type Static Analysis
Last Modification Date 10/15/2020, 1:02 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

7. 30 Deg_Cross_Page 3 of 8
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

8. 30 Deg_Cross_Page 4 of 8
Force:1
Load Type Force
Magnitude 80828.778 N
Vector X 0.000 N
Vector Y -70000.000 N
Vector Z 40414.000 N
Selected Face(s)

9. 30 Deg_Cross_Page 5 of 8
Fixed Constraint:1
Constraint Type Fixed Constraint
Selected Face(s)

10. 30 Deg_Cross_Page 6 of 8
Fixed Constraint:2
Constraint Type Fixed Constraint
Selected Face(s)
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 52247.9 N
-3018.12 N
80251.1 N m
35631.4 N m
48086.5 N 13640.3 N m
-20209.5 N -70601.6 N m
Fixed Constraint:2 52217.5 N
3020.4 N
80347.1 N m
35673.5 N m
48056.6 N -13655.1 N m
-20201.8 N 70686.6 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00387421 MPa 84.6807 MPa
1st Principal Stress -22.7488 MPa 94.3229 MPa
3rd Principal Stress -64.4133 MPa 27.1255 MPa

11. 30 Deg_Cross_Page 7 of 8
Displacement 0 mm 1.92121 mm
Safety Factor 4.13317 ul 15 ul
Stress XX -39.7284 MPa 52.8881 MPa
Stress XY -32.3206 MPa 36.3271 MPa
Stress XZ -22.9267 MPa 38.626 MPa
Stress YY -49.5107 MPa 64.0926 MPa
Stress YZ -35.0922 MPa 18.3867 MPa
Stress ZZ -52.7845 MPa 62.3189 MPa
X Displacement -0.170237 mm 0.232561 mm
Y Displacement -1.8793 mm 0.0827212 mm
Z Displacement -0.00323968 mm 0.532711 mm
Equivalent Strain 0.0000000167841 ul 0.000381827 ul
1st Principal Strain -0.0000130169 ul 0.000440079 ul
3rd Principal Strain -0.000297656 ul 0.0000119832 ul
Strain XX -0.000185559 ul 0.000208422 ul
Strain XY -0.000208468 ul 0.00023431 ul
Strain XZ -0.000147877 ul 0.000249137 ul
Strain YY -0.00022584 ul 0.000304297 ul
Strain YZ -0.000226345 ul 0.000118594 ul
Strain ZZ -0.00023061 ul 0.000287178 ul
Figures
Von Mises Stress

12. 30 Deg_Cross_Page 8 of 8
Displacement
Safety Factor

13. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 12:46 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 mm
Note: Physical values could be different from Physical values used by FEA reported below.

14. 30 Deg_Long_Page 2 of 8
Static Analysis:1
General objective and settings:
Design Objective Single Point
Study Type Static Analysis
Last Modification Date 10/15/2020, 12:43 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

15. 30 Deg_Long_Page 3 of 8
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

16. 30 Deg_Long_Page 4 of 8
Force:1
Load Type Force
Magnitude 80828.778 N
Vector X 40414.000 N
Vector Y -70000.000 N
Vector Z 0.000 N
Selected Face(s)

17. 30 Deg_Long_Page 5 of 8
Fixed Constraint:1
Constraint Type Fixed Constraint
Selected Face(s)

18. 30 Deg_Long_Page 6 of 8
Fixed Constraint:2
Constraint Type Fixed Constraint
Selected Face(s)
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 52252.1 N
-20187.9 N
41689.2 N m
16855.7 N m
48093.2 N 13640.3 N m
-3126.7 N -35606.4 N m
Fixed Constraint:2 52228.2 N
-20220.2 N
41685.7 N m
-16851.7 N m
48053.6 N -13640.8 N m
3127.51 N -35604 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00228282 MPa 97.4709 MPa
1st Principal Stress -14.2842 MPa 104.269 MPa
3rd Principal Stress -64.0455 MPa 44.181 MPa

19. 30 Deg_Long_Page 7 of 8
Displacement 0 mm 2.04521 mm
Safety Factor 3.59081 ul 15 ul
Stress XX -49.641 MPa 95.1072 MPa
Stress XY -54.4876 MPa 42.0955 MPa
Stress XZ -23.3333 MPa 37.5995 MPa
Stress YY -49.2889 MPa 70.0686 MPa
Stress YZ -26.2338 MPa 23.1768 MPa
Stress ZZ -39.6501 MPa 66.8482 MPa
X Displacement -0.00861091 mm 0.70301 mm
Y Displacement -1.99061 mm 0.163364 mm
Z Displacement -0.189976 mm 0.188657 mm
Equivalent Strain 0.0000000104907 ul 0.000419483 ul
1st Principal Strain -0.0000109895 ul 0.000436564 ul
3rd Principal Strain -0.000387709 ul 0.0000156391 ul
Strain XX -0.000242517 ul 0.000378195 ul
Strain XY -0.000351445 ul 0.000271516 ul
Strain XZ -0.0001505 ul 0.000242517 ul
Strain YY -0.000278871 ul 0.000359913 ul
Strain YZ -0.000169208 ul 0.00014949 ul
Strain ZZ -0.000177952 ul 0.000293858 ul
Figures
Von Mises Stress

20. 30 Deg_Long_Page 8 of 8
Displacement
Safety Factor

21. Stress Analysis Report
Sling angel is 38 degree from Vertical.
if total load of Material is 9.8 Ton
ℎ =
− 1
=
9.8
4 − 1
= 3.27
=
ℎ
cos
=
3.27
cos38
= 4.12
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/14/2020, 3:44 PM
Study Author: HgZoom
Summary:

22. 38 Deg_3Lug_Page 2 of 9
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/14/2020, 3:43 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

23. 38 Deg_3Lug_Page 3 of 9
Operating conditions
Force:1
Load Type Force
Magnitude 41220.300 N
Vector X 22485.000 N
Vector Y 32667.000 N
Vector Z 11243.000 N
Selected Face(s)

24. 38 Deg_3Lug_Page 4 of 9
Force:2
Load Type Force
Magnitude 41220.300 N
Vector X 22485.000 N
Vector Y 32667.000 N
Vector Z -11243.000 N
Selected Face(s)

25. 38 Deg_3Lug_Page 5 of 9
Force:3
Load Type Force
Magnitude 41220.300 N
Vector X -22485.000 N
Vector Y 32667.000 N
Vector Z -11243.000 N
Selected Face(s)

26. 38 Deg_3Lug_Page 6 of 9
Force:4
Load Type Force
Magnitude 41220.300 N
Vector X -22485.000 N
Vector Y 32667.000 N
Vector Z 11243.000 N
Selected Face(s)

27. 38 Deg_3Lug_Page 7 of 9
Pressure:1
Load Type Pressure
Magnitude 0.004 MPa
Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00765158 MPa 212.505 MPa
1st Principal Stress -101.979 MPa 132.999 MPa
3rd Principal Stress -292.725 MPa 39.944 MPa
Displacement 0.00135687 mm 1.79217 mm
Safety Factor 1.64702 ul 15 ul
Stress XX -238.92 MPa 115.332 MPa
Stress XY -60.8447 MPa 60.7543 MPa
Stress XZ -78.2445 MPa 73.286 MPa

28. 38 Deg_3Lug_Page 8 of 9
Stress YY -155.431 MPa 63.8126 MPa
Stress YZ -65.3789 MPa 70.0802 MPa
Stress ZZ -184.65 MPa 93.2863 MPa
X Displacement -1.0734 mm 1.06926 mm
Y Displacement -1.7921 mm 1.02817 mm
Z Displacement -0.320032 mm 0.321545 mm
Equivalent Strain 0.0000000330331 ul 0.000977932 ul
1st Principal Strain -0.0000196429 ul 0.000573641 ul
3rd Principal Strain -0.00115649 ul 0.00000451972 ul
Strain XX -0.0010267 ul 0.000459692 ul
Strain XY -0.000392449 ul 0.000391865 ul
Strain XZ -0.000504677 ul 0.000472695 ul
Strain YY -0.000564103 ul 0.000316908 ul
Strain YZ -0.000421694 ul 0.000452017 ul
Strain ZZ -0.000692259 ul 0.000381902 ul
Figures
Von Mises Stress

29. 38 Deg_3Lug_Page 9 of 9
Displacement
Safety Factor

30. Stress Analysis Report
Sling angel is 38 degree from Vertical.
if total load of Material is 9.8 Ton
ℎ = =
9.8
4
= 2.45
=
ℎ
cos
=
2.45
cos38
= 3.09
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/14/2020, 2:47 PM
Study Author: HgZoom
Summary:

31. 38 Deg_4Lug_Page 2 of 9
Project Info (iProperties)
Summary
Project
Status
Custom
Sending System Autodesk AutoCAD
Major Version 7.00
Minor Version 0.00
Format Version 0.00
Product Id Autodesk AutoCAD
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/14/2020, 2:39 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa

32. 38 Deg_4Lug_Page 3 of 9
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2
Operating conditions
Force:1
Load Type Force
Magnitude 30913.732 N
Vector X 16862.000 N
Vector Y 24500.000 N
Vector Z 8431.000 N
Selected Face(s)

33. 38 Deg_4Lug_Page 4 of 9
Force:2
Load Type Force
Magnitude 30913.732 N
Vector X 16862.000 N
Vector Y 24500.000 N
Vector Z -8431.000 N
Selected Face(s)

34. 38 Deg_4Lug_Page 5 of 9
Force:3
Load Type Force
Magnitude 30913.732 N
Vector X -16862.000 N
Vector Y 24500.000 N
Vector Z -8431.000 N
Selected Face(s)

35. 38 Deg_4Lug_Page 6 of 9
Force:4
Load Type Force
Magnitude 30913.732 N
Vector X -16862.000 N
Vector Y 24500.000 N
Vector Z 8431.000 N
Selected Face(s)

36. 38 Deg_4Lug_Page 7 of 9
Pressure:1
Load Type Pressure
Magnitude 0.004 MPa
Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00610025 MPa 163.918 MPa
1st Principal Stress -78.5944 MPa 106.146 MPa
3rd Principal Stress -225.693 MPa 32.9357 MPa
Displacement 0.000799486 mm 1.52554 mm
Safety Factor 2.13522 ul 15 ul
Stress XX -184.318 MPa 92.6326 MPa
Stress XY -46.6878 MPa 46.6111 MPa
Stress XZ -60.3358 MPa 56.5075 MPa

37. 38 Deg_4Lug_Page 8 of 9
Stress YY -119.168 MPa 47.9936 MPa
Stress YZ -50.3621 MPa 53.9895 MPa
Stress ZZ -142.272 MPa 71.8611 MPa
X Displacement -0.80833 mm 0.804482 mm
Y Displacement -1.52547 mm 0.80722 mm
Z Displacement -0.236433 mm 0.237681 mm
Equivalent Strain 0.0000000282618 ul 0.000754228 ul
1st Principal Strain -0.0000152392 ul 0.000456631 ul
3rd Principal Strain -0.000891946 ul 0.00000441502 ul
Strain XX -0.000792266 ul 0.00036947 ul
Strain XY -0.000301136 ul 0.000300642 ul
Strain XZ -0.000389166 ul 0.000364473 ul
Strain YY -0.00041488 ul 0.000238175 ul
Strain YZ -0.000324836 ul 0.000348232 ul
Strain ZZ -0.000533483 ul 0.000293584 ul
Figures
Von Mises Stress

38. 38 Deg_4Lug_Page 9 of 9
Displacement
Safety Factor

39. Stress Analysis Report
Sling angel is 45 degree from Vertical.
if total load of Material is 9.8 Ton
ℎ =
− 1
=
9.8
4 − 1
= 3.27
=
ℎ
cos
=
3.27
cos45
= 4.62
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/14/2020, 4:41 PM
Study Author: HgZoom
Summary:

40. 45 Deg_3Lug_Page 2 of 9
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/14/2020, 4:39 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

41. 45 Deg_3Lug_Page 3 of 9
Operating conditions
Force:1
Load Type Force
Magnitude 46200.444 N
Vector X 29221.000 N
Vector Y 32667.000 N
Vector Z 14611.000 N
Selected Face(s)

42. 45 Deg_3Lug_Page 4 of 9
Force:2
Load Type Force
Magnitude 46200.444 N
Vector X 29221.000 N
Vector Y 32667.000 N
Vector Z -14611.000 N
Selected Face(s)

43. 45 Deg_3Lug_Page 5 of 9
Force:3
Load Type Force
Magnitude 46200.444 N
Vector X -29221.000 N
Vector Y 32667.000 N
Vector Z -14611.000 N
Selected Face(s)

44. 45 Deg_3Lug_Page 6 of 9
Force:4
Load Type Force
Magnitude 46200.444 N
Vector X -29221.000 N
Vector Y 32667.000 N
Vector Z 14611.000 N
Selected Face(s)

45. 45 Deg_3Lug_Page 7 of 9
Pressure:1
Load Type Pressure
Magnitude 0.004 MPa
Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00694921 MPa 264.582 MPa
1st Principal Stress -127.46 MPa 149.393 MPa
3rd Principal Stress -365.82 MPa 41.8307 MPa
Displacement 0.00169148 mm 1.82613 mm
Safety Factor 1.32284 ul 15 ul
Stress XX -297.687 MPa 128.46 MPa
Stress XY -78.1265 MPa 78.0227 MPa
Stress XZ -97.127 MPa 90.8483 MPa

46. 45 Deg_3Lug_Page 8 of 9
Stress YY -199.818 MPa 78.9222 MPa
Stress YZ -81.1245 MPa 86.8028 MPa
Stress ZZ -228.933 MPa 115.338 MPa
X Displacement -1.31601 mm 1.31208 mm
Y Displacement -1.82606 mm 1.13835 mm
Z Displacement -0.408202 mm 0.409767 mm
Equivalent Strain 0.0000000299099 ul 0.00121731 ul
1st Principal Strain -0.0000227912 ul 0.000646844 ul
3rd Principal Strain -0.00143942 ul 0.00000586951 ul
Strain XX -0.00127901 ul 0.000511829 ul
Strain XY -0.000503916 ul 0.000503246 ul
Strain XZ -0.000626469 ul 0.000585972 ul
Strain YY -0.000733649 ul 0.000388589 ul
Strain YZ -0.000523253 ul 0.000559878 ul
Strain ZZ -0.000853735 ul 0.000475206 ul
Figures
Von Mises Stress

47. 45 Deg_3Lug_Page 9 of 9
Displacement
Safety Factor

48. Stress Analysis Report
Sling angel is 45 degree from Vertical.
if total load of Material is 9.8 Ton
ℎ = =
9.8
4
= 2.45
=
ℎ
cos
=
2.45
cos45
= 3.46
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/14/2020, 5:30 PM
Study Author: HgZoom
Summary:

49. 45 Deg_4Lug_Page 2 of 9
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/14/2020, 5:29 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

50. 45 Deg_4Lug_Page 3 of 9
Operating conditions
Force:1
Load Type Force
Magnitude 34648.654 N
Vector X 21914.000 N
Vector Y 24500.000 N
Vector Z 10957.000 N
Selected Face(s)

51. 45 Deg_4Lug_Page 4 of 9
Force:2
Load Type Force
Magnitude 34648.654 N
Vector X 21914.000 N
Vector Y 24500.000 N
Vector Z -10957.000 N
Selected Face(s)

52. 45 Deg_4Lug_Page 5 of 9
Force:3
Load Type Force
Magnitude 34648.654 N
Vector X -21914.000 N
Vector Y 24500.000 N
Vector Z -10957.000 N
Selected Face(s)

53. 45 Deg_4Lug_Page 6 of 9
Force:4
Load Type Force
Magnitude 34648.654 N
Vector X -21914.000 N
Vector Y 24500.000 N
Vector Z 10957.000 N
Selected Face(s)

54. 45 Deg_4Lug_Page 7 of 9
Pressure:1
Load Type Pressure
Magnitude 0.004 MPa
Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00666751 MPa 202.978 MPa
1st Principal Stress -97.7093 MPa 118.432 MPa
3rd Principal Stress -280.512 MPa 34.4034 MPa
Displacement 0.00116339 mm 1.55106 mm
Safety Factor 1.72432 ul 15 ul
Stress XX -228.392 MPa 102.483 MPa
Stress XY -59.6461 MPa 59.5685 MPa
Stress XZ -74.4985 MPa 69.6814 MPa

55. 45 Deg_4Lug_Page 8 of 9
Stress YY -152.466 MPa 59.3243 MPa
Stress YZ -62.1727 MPa 66.5309 MPa
Stress ZZ -175.48 MPa 88.3996 MPa
X Displacement -0.990278 mm 0.986597 mm
Y Displacement -1.551 mm 0.889852 mm
Z Displacement -0.302521 mm 0.303848 mm
Equivalent Strain 0.0000000298172 ul 0.000933763 ul
1st Principal Strain -0.0000176133 ul 0.00051146 ul
3rd Principal Strain -0.00110414 ul 0.00000543867 ul
Strain XX -0.00098148 ul 0.000408592 ul
Strain XY -0.000384717 ul 0.000384217 ul
Strain XZ -0.000480515 ul 0.000449445 ul
Strain YY -0.000542079 ul 0.000291932 ul
Strain YZ -0.000401014 ul 0.000429124 ul
Strain ZZ -0.000654578 ul 0.000363561 ul
Figures
Von Mises Stress

56. 45 Deg_4Lug_Page 9 of 9
Displacement
Safety Factor

57. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 12:00 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 mm
Note: Physical values could be different from Physical values used by FEA reported below.

58. Body_38 Deg_2Lug_Page 2 of 6
Static Analysis:1
General objective and settings:
Design Objective Single Point
Study Type Static Analysis
Last Modification Date 10/15/2020, 11:59 AM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

59. Body_38 Deg_2Lug_Page 3 of 6
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

60. Body_38 Deg_2Lug_Page 4 of 6
Fixed Constraint:1
Constraint Type Fixed Constraint
Selected Face(s)
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 26142.2 N
0 N
0 N m
0 N m
26142.2 N 0 N m
0 N 0 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.000555219 MPa 59.6181 MPa
1st Principal Stress -7.04578 MPa 72.6527 MPa
3rd Principal Stress -48.2145 MPa 25.1768 MPa
Displacement 0 mm 1.08148 mm
Safety Factor 5.8707 ul 15 ul
Stress XX -20.5933 MPa 55.4861 MPa

61. Body_38 Deg_2Lug_Page 5 of 6
Stress XY -29.1742 MPa 32.0832 MPa
Stress XZ -15.4273 MPa 18.3473 MPa
Stress YY -25.9255 MPa 43.0107 MPa
Stress YZ -16.9299 MPa 15.2088 MPa
Stress ZZ -21.4122 MPa 42.9348 MPa
X Displacement -0.241206 mm 0.200697 mm
Y Displacement -0.943645 mm 0.0826556 mm
Z Displacement -0.308941 mm 0.519606 mm
Equivalent Strain 0.00000000251562 ul 0.000258276 ul
1st Principal Strain -0.00000181499 ul 0.000281925 ul
3rd Principal Strain -0.000264965 ul 0.00000433634 ul
Strain XX -0.000129074 ul 0.000244206 ul
Strain XY -0.000188174 ul 0.000206936 ul
Strain XZ -0.0000995058 ul 0.00011834 ul
Strain YY -0.000131144 ul 0.000182172 ul
Strain YZ -0.000109198 ul 0.000098097 ul
Strain ZZ -0.0000931864 ul 0.000153901 ul
Figures
Von Mises Stress

62. Body_38 Deg_2Lug_Page 6 of 6
Displacement
Safety Factor

63. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 11:45 AM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 mm
Note: Physical values could be different from Physical values used by FEA reported below.

64. Body_38 Deg_4Lug_Page 2 of 7
Static Analysis:1
General objective and settings:
Design Objective Single Point
Study Type Static Analysis
Last Modification Date 10/15/2020, 11:34 AM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2

65. Body_38 Deg_4Lug_Page 3 of 7
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

66. Body_38 Deg_4Lug_Page 4 of 7
Frictionless Constraint:1
Constraint Type Frictionless Constraint
Selected Face(s)

67. Body_38 Deg_4Lug_Page 5 of 7
Frictionless Constraint:2
Constraint Type Frictionless Constraint
Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Frictionless Constraint:1 13072.2 N
0.1736 N
11.389 N m
0.4614 N m
13072.2 N 11.3132 N m
0.11969 N -1.22859 N m
Frictionless Constraint:2 13070.4 N
-0.275 N
12.7647 N m
0.75948 N m
13070.4 N -12.7352 N m
-0.26679 N 0.41633 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.000941166 MPa 12.9998 MPa
1st Principal Stress -2.38386 MPa 14.5142 MPa
3rd Principal Stress -10.3753 MPa 4.54054 MPa

68. Body_38 Deg_4Lug_Page 6 of 7
Displacement 0.00270713 mm 0.28643 mm
Safety Factor 15 ul 15 ul
Stress XX -8.60749 MPa 9.80008 MPa
Stress XY -5.74607 MPa 5.62638 MPa
Stress XZ -3.84162 MPa 5.89074 MPa
Stress YY -6.75508 MPa 7.49073 MPa
Stress YZ -3.70725 MPa 3.74525 MPa
Stress ZZ -6.02474 MPa 9.70058 MPa
X Displacement -0.032124 mm 0.0325065 mm
Y Displacement -0.286424 mm 0.00335754 mm
Z Displacement -0.0277447 mm 0.0289412 mm
Equivalent Strain 0.00000000405459 ul 0.0000586405 ul
1st Principal Strain -0.000000571199 ul 0.000067662 ul
3rd Principal Strain -0.0000449539 ul 0.00000212892 ul
Strain XX -0.0000423226 ul 0.0000390239 ul
Strain XY -0.0000370621 ul 0.0000362901 ul
Strain XZ -0.0000247784 ul 0.0000379953 ul
Strain YY -0.0000297852 ul 0.0000324444 ul
Strain YZ -0.0000239117 ul 0.0000241569 ul
Strain ZZ -0.0000256359 ul 0.0000461542 ul
Figures
Von Mises Stress

69. Body_38 Deg_4Lug_Page 7 of 7
Displacement
Safety Factor

70. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 2:11 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/15/2020, 2:10 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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

71. Page 2 of 8 Horizontal Impact
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

72. Page 3 of 8 Horizontal Impact
Force:1
Load Type Force
Magnitude 80828.778 N
Vector X 0.000 N
Vector Y -70000.000 N
Vector Z 40414.000 N
Selected Face(s)

73. Page 4 of 8 Horizontal Impact
Force:2
Load Type Force
Magnitude 24500.000 N
Vector X 0.000 N
Vector Y 0.000 N
Vector Z -24500.000 N
Selected Face(s)

74. Page 5 of 8 Horizontal Impact
Fixed Constraint:1
Constraint Type Fixed Constraint
Selected Face(s)

75. Page 6 of 8 Horizontal Impact
Fixed Constraint:2
Constraint Type Fixed Constraint
Selected Face(s)
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 48759 N
-287.363 N
26565 N m
10302.8 N m
48103.2 N 13994.7 N m
-7965 N -20092.3 N m
Fixed Constraint:2 48688.4 N
285.515 N
26638.8 N m
10337.8 N m
48034.7 N -14007.4 N m
-7946.57 N 20163 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00647317 MPa 127.536 MPa
1st Principal Stress -36.6809 MPa 142.32 MPa
3rd Principal Stress -121.323 MPa 26.4656 MPa

76. Page 7 of 8 Horizontal Impact
Displacement 0 mm 1.86946 mm
Safety Factor 2.74433 ul 15 ul
Stress XX -49.7302 MPa 76.7795 MPa
Stress XY -51.289 MPa 51.5662 MPa
Stress XZ -41.8394 MPa 58.9779 MPa
Stress YY -119.911 MPa 122.985 MPa
Stress YZ -36.2067 MPa 25.8163 MPa
Stress ZZ -76.6954 MPa 89.1082 MPa
X Displacement -0.401418 mm 0.397719 mm
Y Displacement -1.86381 mm 0.0913431 mm
Z Displacement -0.489664 mm 0.304406 mm
Equivalent Strain 0.000000027835 ul 0.000575223 ul
1st Principal Strain -0.0000125644 ul 0.000663696 ul
3rd Principal Strain -0.000524738 ul 0.0000116032 ul
Strain XX -0.000229028 ul 0.000284216 ul
Strain XY -0.000330814 ul 0.000332602 ul
Strain XZ -0.000269864 ul 0.000380408 ul
Strain YY -0.000515629 ul 0.00053741 ul
Strain YZ -0.000233533 ul 0.000166515 ul
Strain ZZ -0.000308936 ul 0.000320481 ul
Figures
Von Mises Stress

77. Page 8 of 8 Horizontal Impact
Displacement
Safety Factor

78. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 2:02 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/15/2020, 2:01 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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

79. Page 2 of 8 Inclined Impact
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

80. Page 3 of 8 Inclined Impact
Force:1
Load Type Force
Magnitude 80828.778 N
Vector X 0.000 N
Vector Y -70000.000 N
Vector Z 40414.000 N
Selected Face(s)

81. Page 4 of 8 Inclined Impact
Force:2
Load Type Force
Magnitude 34648.232 N
Vector X 0.000 N
Vector Y 24500.000 N
Vector Z -24500.000 N
Selected Face(s)

82. Page 5 of 8 Inclined Impact
Fixed Constraint:1
Constraint Type Fixed Constraint
Selected Face(s)

83. Page 6 of 8 Inclined Impact
Fixed Constraint:2
Constraint Type Fixed Constraint
Selected Face(s)
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 37054.8 N
-4904.83 N
63319.7 N m
27758.5 N m
35854.4 N 8933.84 N m
-7966.58 N -56205.4 N m
Fixed Constraint:2 36984.3 N
4904.08 N
63394 N m
27790.2 N m
35786.5 N -8943.37 N m
-7944.68 N 56271.9 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00605484 MPa 127.957 MPa
1st Principal Stress -41.3263 MPa 142.751 MPa
3rd Principal Stress -124.118 MPa 22.3945 MPa

84. Page 7 of 8 Inclined Impact
Displacement 0 mm 1.76968 mm
Safety Factor 2.73528 ul 15 ul
Stress XX -53.7295 MPa 76.431 MPa
Stress XY -45.8651 MPa 47.9424 MPa
Stress XZ -40.7447 MPa 59.1503 MPa
Stress YY -122.677 MPa 119.274 MPa
Stress YZ -36.4885 MPa 26.0322 MPa
Stress ZZ -75.293 MPa 89.8435 MPa
X Displacement -0.368189 mm 0.364707 mm
Y Displacement -1.76137 mm 0.286815 mm
Z Displacement -0.472626 mm 0.294159 mm
Equivalent Strain 0.000000026712 ul 0.000577081 ul
1st Principal Strain -0.0000187145 ul 0.00066585 ul
3rd Principal Strain -0.000536607 ul 0.00000921835 ul
Strain XX -0.000243432 ul 0.000281158 ul
Strain XY -0.00029583 ul 0.000309228 ul
Strain XZ -0.000262803 ul 0.000381519 ul
Strain YY -0.000527315 ul 0.000523284 ul
Strain YZ -0.000235351 ul 0.000167908 ul
Strain ZZ -0.00030284 ul 0.000324599 ul
Figures
Von Mises Stress

85. Page 8 of 8 Inclined Impact
Displacement
Safety Factor

86. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/15/2020, 1:51 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/15/2020, 1:50 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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

87. Page 2 of 8 Vertical Impact
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2
Operating conditions
Body Loads
Load Type Body Loads
Linear Acceleration
Magnitude 9810.000 mm/s^2
Vector X 0.000 mm/s^2
Vector Y -9810.000 mm/s^2
Vector Z -0.000 mm/s^2
Selected Face(s)

88. Page 3 of 8 Vertical Impact
Force:1
Load Type Force
Magnitude 80828.778 N
Vector X 0.000 N
Vector Y -70000.000 N
Vector Z 40414.000 N
Selected Face(s)

89. Page 4 of 8 Vertical Impact
Force:2
Load Type Force
Magnitude 24500.000 N
Vector X 0.000 N
Vector Y 24500.000 N
Vector Z 0.000 N
Selected Face(s)

90. Page 5 of 8 Vertical Impact
Fixed Constraint:1
Constraint Type Fixed Constraint
Selected Face(s)

91. Page 6 of 8 Vertical Impact
Fixed Constraint:2
Constraint Type Fixed Constraint
Selected Face(s)
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 41846.4 N
-7637.36 N
119498 N m
53087 N m
35837.5 N 8575.51 N m
-20210.6 N -106714 N m
Fixed Constraint:2 41815.4 N
7638.95 N
119591 N m
53126.9 N m
35807.7 N -8587.54 N m
-20198.6 N 106797 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.00324852 MPa 85.3069 MPa
1st Principal Stress -22.3914 MPa 94.9925 MPa
3rd Principal Stress -62.7287 MPa 26.0592 MPa

92. Page 7 of 8 Vertical Impact
Displacement 0 mm 1.82779 mm
Safety Factor 4.10283 ul 15 ul
Stress XX -39.7587 MPa 49.5955 MPa
Stress XY -32.3607 MPa 36.3971 MPa
Stress XZ -22.4838 MPa 38.8709 MPa
Stress YY -48.4764 MPa 63.1356 MPa
Stress YZ -34.5649 MPa 18.3623 MPa
Stress ZZ -51.2262 MPa 62.1902 MPa
X Displacement -0.149823 mm 0.221384 mm
Y Displacement -1.77828 mm 0.0816926 mm
Z Displacement -0.00320725 mm 0.554624 mm
Equivalent Strain 0.0000000139701 ul 0.000384618 ul
1st Principal Strain -0.0000110654 ul 0.00044331 ul
3rd Principal Strain -0.000292249 ul 0.0000100057 ul
Strain XX -0.000169781 ul 0.000198811 ul
Strain XY -0.000208727 ul 0.000234762 ul
Strain XZ -0.00014502 ul 0.000250717 ul
Strain YY -0.000221587 ul 0.000299319 ul
Strain YZ -0.000222943 ul 0.000118437 ul
Strain ZZ -0.000224332 ul 0.000283153 ul
Figures
Von Mises Stress

93. Page 8 of 8 Vertical Impact
Displacement
Safety Factor

94. Stress Analysis Report
Analyzed File: Container 6x3x2.iam
Autodesk Inventor Version: 2018 (Build 220112000, 112)
Creation Date: 10/14/2020, 6:06 PM
Study Author: HgZoom
Summary:
Project Info (iProperties)
Summary
Project
Status
Physical
Mass 2674.92 kg
Area 112074000 mm^2
Volume 340754000 mm^3
Center of Gravity
x=3002.34 mm
y=553.348 mm
z=-1500.53 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 10/14/2020, 6:04 PM
Detect and Eliminate Rigid Body Modes Yes
Separate Stresses Across Contact Surfaces Yes
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

95. Fork Hole_Page 2 of 5
Material(s)
Name Steel, Carbon
General
Mass Density 7.85 g/cm^3
Yield Strength 350 MPa
Ultimate Tensile Strength 420 MPa
Stress
Young's Modulus 200 GPa
Poisson's Ratio 0.29 ul
Shear Modulus 77.5194 GPa
Part Name(s) Container 6x3x2
Operating conditions
Pressure:1
Load Type Pressure
Magnitude 0.004 MPa
Selected Face(s)

96. Fork Hole_Page 3 of 5
Frictionless Constraint:1
Constraint Type Frictionless Constraint
Selected Face(s)
Results
Reaction Force and Moment on Constraints
Constraint Name
Reaction Force Reaction Moment
Magnitude Component (X,Y,Z) Magnitude Component (X,Y,Z)
Frictionless Constraint:1 68964.4 N
-0.279411 N
44.5624 N m
5.45806 N m
68964.4 N 0.0950576 N m
0.803137 N -44.2268 N m
Result Summary
Name Minimum Maximum
Volume 340754000 mm^3
Mass 2674.92 kg
Von Mises Stress 0.000585763 MPa 54.098 MPa
1st Principal Stress -11.7532 MPa 60.8522 MPa
3rd Principal Stress -60.1745 MPa 10.5911 MPa
Displacement 0.00101464 mm 1.02412 mm
Safety Factor 6.46973 ul 15 ul
Stress XX -53.2049 MPa 36.3467 MPa

97. Fork Hole_Page 4 of 5
Stress XY -20.0916 MPa 20.2698 MPa
Stress XZ -13.0377 MPa 24.8783 MPa
Stress YY -45.8515 MPa 21.1785 MPa
Stress YZ -9.04961 MPa 8.77065 MPa
Stress ZZ -32.251 MPa 35.6801 MPa
X Displacement -0.0757585 mm 0.125823 mm
Y Displacement -1.02412 mm 0.0387738 mm
Z Displacement -0.045546 mm 0.0396009 mm
Equivalent Strain 0.00000000252648 ul 0.000244501 ul
1st Principal Strain -0.00000647328 ul 0.000282226 ul
3rd Principal Strain -0.000275039 ul 0.00000584433 ul
Strain XX -0.000230086 ul 0.000153735 ul
Strain XY -0.000129591 ul 0.00013074 ul
Strain XZ -0.0000840933 ul 0.000160465 ul
Strain YY -0.000190803 ul 0.0000919105 ul
Strain YZ -0.00005837 ul 0.0000565707 ul
Strain ZZ -0.000131218 ul 0.0001236 ul
Figures
Von Mises Stress

98. Fork Hole_Page 5 of 5
Displacement
Safety Factor