Constraints
Fixed1
Type	Fixed
Ux	Fixed
Uy	Fixed
Uz	Fixed

Loads
Force1
Type	Force
Magnitude	1.00 N
X Value	-0.495 N
Y Value	0.505 N
Z Value	-0.707 N
Force Per Entity	No

Result Summary
Result type	Sub-result	Minimum	Maximum
Safety Factor
Safety Factor 15.00 1.523E+08
Stress
Von Mises 4.895E-18 MPa 0.003 MPa 1st Principal −0.002 MPa 0.004 MPa 3rd Principal −0.004 MPa 0.002 MPa Normal XX −0.002 MPa 0.002 MPa Normal YY −0.003 MPa 0.004 MPa Normal ZZ −0.002 MPa 0.002 MPa Shear XY −5.292E-04 MPa 5.32E-04 MPa Shear YZ −2.078E-04 MPa 0.001 MPa Shear XZ −6.338E-04 MPa 3.309E-04 MPa
Displacement
Total 0 mm 1.023E-04 mm X −4.549E-06 mm 4.929E-06 mm Y −6.31E-06 mm 5.173E-06 mm Z −3.088E-07 mm 1.023E-04 mm
Reaction Force
Total 0 N 0.007 N X −0.005 N 0.002 N Y −0.003 N 0.005 N Z −0.005 N 0.005 N
Strain
Equivalent 0 5.296E-06 1st Principal 0 5.183E-06 3rd Principal −4.497E-06 0 Normal XX −7.304E-07 8.632E-07 Normal YY −1.868E-06 2.06E-06 Normal ZZ −1.007E-06 1.001E-06 Shear XY −1.617E-06 1.626E-06 Shear YZ −6.349E-07 4.335E-06 Shear XZ −1.937E-06 1.011E-06
Contact Force
Total 0 N 0 N X 0 N 0 N Y 0 N 0 N Z 0 N 0 N

Reaction Forces
Constraint Name	Reaction Type	Magnitude	Component X	Component Y	Component Z
Fixed1
Reaction Force 2.334E-04 N 1.151E-04 N −1.167E-04 N 1.662E-04 N Reaction Moment 0.033 N mm 0.02 N mm −0.013 N mm −0.023 N mm

Universal Center of Mass
Body Name	Displacement Type	Component X	Component Y	Component Z
Simulation Model 1:1 > Body1
Undisplaced 84.684 mm 144.828 mm 18.701 mm Displaced 84.684 mm 144.828 mm 18.701 mm Displacement Vector 0 mm 0 mm 5.588E-06 mm

Safety Factor

Safety Factor

Stress

Von Mises

1st Principal

3rd Principal

Displacement

Total

Reaction Force

Total

Strain

Equivalent

1st Principal

3rd Principal

Contact Force

Total