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Stress Analysis Report
| Analyzed File: | Hanging Bracket.ipt |
| Autodesk Inventor Version: | 2025 (Build 290162000, 162) |
| Creation Date: | 8/19/2024, 2:57 PM |
| Study Author: | barto |
| Summary: |
Static Analysis:2
General objective and settings:
Design Objective Single Point Study Type Static Analysis Last Modification Date 8/19/2024, 2:16 PM Model State [Primary] Detect and Eliminate Rigid Body Modes No iProperties
Summary
Author barto Project
Part Number Hanging Bracket Designer barto Estimated Cost $0.00 Creation Date 12/30/2021 Status
Design State WorkInProgress Physical
Material Steel, Alloy Density 0.279264 lbmass/in^3 Mass 15.397 lbmass Area 170.534 in^2 Volume 55.1341 in^3 Center of Gravity x=2.75597 in
y=3.68057 in
z=1.25 inNote: Physical values could be different from Physical values used by FEA reported below.
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 Yes Material(s)
Name Steel, Alloy General Mass Density 0.279264 lbmass/in^3 Yield Strength 36259.4 psi Ultimate Tensile Strength 58015.1 psi Stress Young's Modulus 29732.7 ksi Poisson's Ratio 0.3 ul Shear Modulus 11435.7 ksi Part Name(s) Hanging Bracket.ipt Operating conditions
Force:1
Load Type Force Magnitude 100.000 lbforce Vector X 0.000 lbforce Vector Y -100.000 lbforce Vector Z 0.000 lbforce Selected Face(s)
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:1 100 lbforce 0 lbforce 2.08279 lbforce ft 0 lbforce ft 100 lbforce 0 lbforce ft 0 lbforce -2.08279 lbforce ft Result Summary
Name Minimum Maximum Volume 55.1341 in^3 Mass 15.397 lbmass Von Mises Stress 0.0000001335 ksi 0.0574511 ksi 1st Principal Stress -0.00231526 ksi 0.0693225 ksi 3rd Principal Stress -0.0130419 ksi 0.0302239 ksi Displacement 0 in 0.0000123087 in Safety Factor 15 ul 15 ul Stress XX -0.0130342 ksi 0.0603269 ksi Stress XY -0.0122862 ksi 0.0213179 ksi Stress XZ -0.00774407 ksi 0.0109817 ksi Stress YY -0.00448891 ksi 0.0480953 ksi Stress YZ -0.00379805 ksi 0.00949636 ksi Stress ZZ -0.00302218 ksi 0.030699 ksi X Displacement -0.0000115952 in 0.000000849133 in Y Displacement -0.00000412909 in 0.0000018758 in Z Displacement -0.0000000783419 in 0.0000000615277 in Equivalent Strain 0.00000000000406487 ul 0.00000177129 ul 1st Principal Strain -0.00000000529851 ul 0.00000208273 ul 3rd Principal Strain -0.0000005874 ul 0.00000000318493 ul Strain XX -0.000000450281 ul 0.00000170774 ul Strain XY -0.000000537189 ul 0.00000093208 ul Strain XZ -0.000000338593 ul 0.000000480149 ul Strain YY -0.000000568034 ul 0.000000850669 ul Strain YZ -0.000000166061 ul 0.000000415208 ul Strain ZZ -0.000000317559 ul 0.0000000779093 ul Figures
Von Mises Stress
1st Principal Stress
3rd Principal Stress
Displacement
Safety Factor
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
Strain XZ
Strain YY
Strain YZ
Strain ZZ
Static Analysis:4
General objective and settings:
Design Objective Single Point Study Type Static Analysis Last Modification Date 8/19/2024, 2:43 PM Model State [Primary] Detect and Eliminate Rigid Body Modes No iProperties
Summary
Author barto Project
Part Number Hanging Bracket Designer barto Estimated Cost $0.00 Creation Date 12/30/2021 Status
Design State WorkInProgress Physical
Material Steel, Alloy Density 0.279264 lbmass/in^3 Mass 15.397 lbmass Area 170.534 in^2 Volume 55.1341 in^3 Center of Gravity x=2.75597 in
y=3.68057 in
z=1.25 inNote: Physical values could be different from Physical values used by FEA reported below.
Mesh settings:
Avg. Element Size (fraction of model diameter) 0.05 Min. Element Size (fraction of avg. size) 0.2 Grading Factor 1.5 Max. Turn Angle 60 deg Create Curved Mesh Elements Yes Material(s)
Name Steel, Alloy General Mass Density 0.279264 lbmass/in^3 Yield Strength 36259.4 psi Ultimate Tensile Strength 58015.1 psi Stress Young's Modulus 29732.7 ksi Poisson's Ratio 0.3 ul Shear Modulus 11435.7 ksi Part Name(s) Hanging Bracket.ipt Operating conditions
Force:1
Load Type Force Magnitude 100.000 lbforce Vector X 0.000 lbforce Vector Y -100.000 lbforce Vector Z 0.000 lbforce Selected Face(s)
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:1 100 lbforce 0 lbforce 2.08345 lbforce ft 0 lbforce ft 100 lbforce 0 lbforce ft 0 lbforce -2.08345 lbforce ft Result Summary
Name Minimum Maximum Volume 55.1341 in^3 Mass 15.397 lbmass Von Mises Stress 0.0000000387607 ksi 0.0609936 ksi 1st Principal Stress -0.00144942 ksi 0.0730373 ksi 3rd Principal Stress -0.0142442 ksi 0.02565 ksi Displacement 0 in 0.0000126903 in Safety Factor 15 ul 15 ul Stress XX -0.0142429 ksi 0.0614818 ksi Stress XY -0.0134409 ksi 0.0215458 ksi Stress XZ -0.00811459 ksi 0.0117963 ksi Stress YY -0.00450725 ksi 0.0477158 ksi Stress YZ -0.00539729 ksi 0.00857814 ksi Stress ZZ -0.00329983 ksi 0.0269985 ksi X Displacement -0.0000119559 in 0.000000869754 in Y Displacement -0.00000425464 in 0.00000191537 in Z Displacement -0.0000000746051 in 0.0000000695236 in Equivalent Strain 0.0000000000011314 ul 0.00000188158 ul 1st Principal Strain -0.00000000488232 ul 0.00000221328 ul 3rd Principal Strain -0.000000628007 ul 0.000000000000414964 ul Strain XX -0.000000480373 ul 0.00000170257 ul Strain XY -0.000000587673 ul 0.000000942045 ul Strain XZ -0.000000354793 ul 0.000000515766 ul Strain YY -0.00000062753 ul 0.00000090582 ul Strain YZ -0.000000235985 ul 0.000000375061 ul Strain ZZ -0.000000352439 ul 0.0000000820331 ul Figures
Von Mises Stress
1st Principal Stress
3rd Principal Stress
Displacement
Safety Factor
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
Strain XZ
Strain YY
Strain YZ
Strain ZZ
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