Stress Analysis Report

 Summary

Title

C:/Users/Mao/Documents/Nueva birdcage One third.step

 Project

Part Number	Part1
Designer	Mao
Cost	€ 0,00
Date Created	16/11/2020

 Status

Design Status

WorkInProgress

 Custom

Sending System	Autodesk Translation Framework v9.3.0.1241
Preprocessor	ST-DEVELOPER v18.1

 Physical

Material	ASA Polycore 3012
Density	0,0433527 lbmass/in^3
Mass	1414,69 lbmass
Area	8895520 mm^2
Volume	534744000 mm^3
Center of Gravity	x=-5848,39 mm y=443,405 mm z=-2482,16 mm

Note: Physical values could be different from Physical values used by FEA reported below.

General objective and settings:

Design Objective	Single Point
Study Type	Static Analysis
Last Modification Date	16/12/2020, 05:01
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	Yes

 Material(s)

Name	ASA Polycore 3012
General	Mass Density	0,0433527 lbmass/in^3
	Yield Strength	3945,03 psi
	Ultimate Tensile Strength	3945,03 psi
Stress	Young's Modulus	429,312 ksi
	Poisson's Ratio	0,37 ul
	Shear Modulus	156,683 ksi
Part Name(s)	Part1.ipt

 Operating conditions

 Force:1

Load Type	Force
Magnitude	1124,045 lbforce
Vector X	-0,000 lbforce
Vector Y	-1124,045 lbforce
Vector Z	0,000 lbforce

 Selected Face(s)

 Force:2

Load Type	Force
Magnitude	1124,045 lbforce
Vector X	-0,000 lbforce
Vector Y	-1124,045 lbforce
Vector Z	0,000 lbforce

 Selected Face(s)

 Fixed Constraint:1

Constraint Type	Fixed Constraint
Vector Z	0,000 mm

 Selected Face(s)

 Fixed Constraint:2

Constraint Type	Fixed Constraint
Vector X	0,000 mm
Vector Y	0,000 mm
Vector Z	0,000 mm

 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	192,654 lbforce	0 lbforce	1893,79 lbforce ft	-1893,76 lbforce ft
		0 lbforce		-9,65567 lbforce ft
		-192,654 lbforce		0 lbforce ft
Fixed Constraint:2	2256,62 lbforce	0 lbforce	759,321 lbforce ft	-759,259 lbforce ft
		2248,31 lbforce		9,01562 lbforce ft
		193,478 lbforce		3,6756 lbforce ft

 Result Summary

Name	Minimum	Maximum
Volume	534744000 mm^3
Mass	1414,69 lbmass
Von Mises Stress	0 MPa	1,51693 MPa
1st Principal Stress	-0,614133 MPa	0,42242 MPa
3rd Principal Stress	-1,59746 MPa	0,0879623 MPa
Displacement	0 mm	0,30292 mm
Safety Factor	15 ul	15 ul
Stress XX	-0,694462 MPa	0,208849 MPa
Stress XY	-0,292222 MPa	0,371327 MPa
Stress XZ	-0,420413 MPa	0,253597 MPa
Stress YY	-1,34711 MPa	0,122087 MPa
Stress YZ	-0,269701 MPa	0,45025 MPa
Stress ZZ	-0,719141 MPa	0,248257 MPa
X Displacement	-0,0248771 mm	0,0248832 mm
Y Displacement	-0,302562 mm	0,00000169784 mm
Z Displacement	-0,023975 mm	0,0253635 mm
Equivalent Strain	0 ul	0,000474293 ul
1st Principal Strain	-0,00000313609 ul	0,000303345 ul
3rd Principal Strain	-0,000495651 ul	0,000000943589 ul
Strain XX	-0,000121253 ul	0,000133243 ul
Strain XY	-0,000135251 ul	0,000171864 ul
Strain XZ	-0,000194583 ul	0,000117374 ul
Strain YY	-0,000397043 ul	0,0000666377 ul
Strain YZ	-0,000124828 ul	0,000208393 ul
Strain ZZ	-0,000126136 ul	0,000110149 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