1. Design and Fabrication of an
Articulated 3-Point Bending Fixture
for Use in Assessing the Strength of
Heel Fracture Repair
Nathan Janiczek
Vincent Melillo
Justin Smialek
Sponsor: Dr. Mark Miller
6. Functional Requirements
• Minimum load capacity of 700 lbf
with Minimal Deflection.
• 10o of Articulation about the base.
• 4 inches of adjustment for the
vertical support.
• 8 inches of adjustment for the
horizontal support.
• A reusable mold housing for equal
load distribution on the superior
face of the calcaneus.
26. Appendix (Calculations)
Aluminum Base
Bending Stress
Governing Equations:
Parameters Value
Rail Width (b) 96.52 mm
Rail Step Height (h) 12.7 mm
Rail Step Length (L) 57.2 mm
Moment of Inertia (I) 2.06(10-6) m^4
Load (F) 186.8 kN/m
Maximum Moment (M) 127 N-m
Distance to Neutral Axis (c) 6.35 mm
Bending Stress (σ) 98 Mpa
Yield Strength (Sy) 240 Mpa
Safety Factor (n) 2.45
𝜎 =
𝑀𝑐
𝐼
𝑛 =
𝑆 𝑦
𝜎
27. Appendix (Calculations)
Clevis Pin Shear Stress
Governing Equations:
𝜏 =
4𝑉
3𝐴
𝑛 =
𝑆𝑠𝑦
𝜏
Parameter Quantity
Maximum Load (V) 700 lbf
Diameter of the Pin (d) 0.5 in
Area (A) 0.19635 in2
Maximum Shear Stress (𝜏) 4753.43 psi
Yield Strength (Sy) 53700 psi
MSS Yield Strength for
Shear (Ssy) 26850 psi
Factor of Safety (n) 5.65
28. Appendix (Calculations)
Mold Box Bearing Stress
Governing Equations:
𝜎 𝐵 =
𝑃
𝐴 𝑏
𝑛 =
𝑆 𝑦,𝑏
𝜎
Parameter Quantity
Diameter of Pin 0.5 in
Thickness of Support 3.58 in
Bearing Stress Area 1.79 in2
Maximum Possible
Load 700 lbf
Bearing Stress 391.06 psi
Bearing Strength 56000 psi
Factor of Safety 143.2
29. Appendix (Calculations)
Deflection of Vise Step
Governing Equation:
𝛿 𝑚𝑎𝑥 =
𝑤𝑙4
8𝐸𝐼
Parameters Value
Young's Modulus (E) 69 GPa
Rail Width (b) 96.5 mm
Rail Step Height (h) 12.7 mm
Rail Step Length (L) 57.2 mm
Moment of Inertia (I) 2.06(10-6) m4
Distributed Load (w) 186.8 kN/m
Max Deflection (δmax) 0.00005 mm
30. Appendix (Calculations)
Deflection of Base Rail
Governing Equation:
𝛿 𝑚𝑎𝑥 =
𝑤𝑙4
8𝐸𝐼
Parameters Value
Young's Modulus (E) 69 GPa
Rail Width (b) 96.5 mm
Rail Height (h) 12.7 mm
Unsupported Rail
Length (L)
57.15 mm
Moment of Inertia (I) 1.65(10-8) m4
Distributed Load (w) 77.833 kN/m
Max Deflection (δmax) 0.24 mm
31. Appendix (Calculations)
Articulation Insert Stress
Governing Stress Concentration:
Parameters Value
Width (w) 96.5 mm
Height (h) 38.1 mm
Thickness (t) 19.1 mm
Force (F) -4480 N
Parameters Value
d 12.7 mm
w 76.2 mm
h 19.1 mm
t 19.1 mm
Area 1209.7 mm^2
h/w 0.25
d/w 0.1667
Stress Concentration 8
Yield Stress -26.45 MPa
Yield Strength 240 MPa
Factor of Safety 9.1