Study Report

Title	Studies
Author	Clark

 Study 2 - Static Stress

 Study Properties

Study Type	Static Stress
Last Modification Date	2020-06-16, 16:30:10

 Settings

 General

Contact Tolerance	0.003937 in
Remove Rigid Body Modes	No

 Damping

 Mesh

Average Element Size (% of model size)
Solids	10
Scale Mesh Size Per Part	No
Average Element Size (absolute value)	-
Element Order	Parabolic
Create Curved Mesh Elements	Yes
Max. Turn Angle on Curves (Deg.)	60
Max. Adjacent Mesh Size Ratio	1.5
Max. Aspect Ratio	10
Minimum Element Size (% of average size)	20

 Adaptive Mesh Refinement

Number of Refinement Steps	0
Results Convergence Tolerance (%)	20
Portion of Elements to Refine (%)	10
Results for Baseline Accuracy	Von Mises Stress

 Materials

Component	Material	Safety Factor
Body1	Steel	Yield Strength

 Steel

Density	0.2836 lbmass / in^3
Young's Modulus	3.046E+07 psi
Poisson's Ratio	0.3
Yield Strength	30023 psi
Ultimate Tensile Strength	50038 psi
Thermal Conductivity	7.49E-04 Btu / (s in F)
Thermal Expansion Coefficient	6.667E-06 / F
Specific Heat	0.1146 Btu / (lbmass F)

 Contacts

 Mesh

Type	Nodes	Elements
Solids	10943	6331

 Load Case1

 Constraints

 Fixed1

Type	Fixed
Ux	Yes
Uy	Yes
Uz	Yes

 Selected Entities

 Loads

 Force1

Type	Force
Magnitude	600 lbforce
X Value	-600 lbforce
Y Value	0 lbforce
Z Value	0 lbforce
X Angle	-90 deg
Y Angle	0 deg
Z Angle	0 deg
Force Per Entity	No

 Selected Entities

 Results

 Result Summary

Name	Minimum	Maximum
Safety Factor
Safety Factor (Per Body)	0.7139	15
Stress
Von Mises	0.003207 psi	42053 psi
1st Principal	-7575 psi	50081 psi
3rd Principal	-42373 psi	8550 psi
Normal XX	-10578 psi	23786 psi
Normal YY	-39590 psi	43747 psi
Normal ZZ	-9577 psi	15991 psi
Shear XY	-20161 psi	7445 psi
Shear YZ	-10566 psi	10440 psi
Shear ZX	-4618 psi	4484 psi
Displacement
Total	0 in	0.04535 in
X	-0.04531 in	4.585E-05 in
Y	-0.003086 in	0.002966 in
Z	-1.965E-04 in	1.977E-04 in
Reaction Force
Total	0 lbforce	135.2 lbforce
X	-76.48 lbforce	60.2 lbforce
Y	-112.7 lbforce	132.7 lbforce
Z	-34.55 lbforce	36.69 lbforce
Strain
Equivalent	1.324E-10	0.002036
1st Principal	9.71E-11	0.002114
3rd Principal	-0.001647	7.841E-07
Normal XX	-4.934E-04	6.011E-04
Normal YY	-0.001266	0.001209
Normal ZZ	-2.924E-04	3.043E-04
Shear XY	-0.001721	6.355E-04
Shear YZ	-9.019E-04	8.912E-04
Shear ZX	-3.942E-04	3.828E-04

 Safety Factor

 Safety Factor (Per Body)

0 8

 Stress

 Von Mises

[psi] 0 42053

 1st Principal

[psi] -7575 50081

 3rd Principal

[psi] -42373 8550

 Displacement

 Total

[in] 0 0.04535