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22-Mec-A7 Advanced Strength of Materials · December 2019

Question 6 of 7: Minimum shaft diameter under axial load and torque

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper format. National Exams, December 2019 — 16-Mec-A7 Advanced Strength of Materials. Open-book, 3 hours. Seven problems of equal value; any five constitute a complete paper. All seven problems are solved as a study resource.

Reference texts. Boresi & Schmidt, Advanced Mechanics of Materials (6th ed.); Ugural & Fenster, Advanced Strength and Applied Elasticity (5th ed.); Hibbeler, Mechanics of Materials (10th ed.); Shigley, Mechanical Engineering Design (11th ed.).

Paper. The exam header/footer reads 16-Mec-A7 / December 2019.

Question 6: Minimum shaft diameter under axial load and torque

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. A solid circular shaft under simultaneous axial tension and torsion, sized to the onset of yield by von Mises.

Given data
QuantitySymbolValue
Axial load$P$250 kN
Torque$T$50 kN·m $=5\times10^{7}$ N·mm
Yield strength$\sigma_Y$250 MPa
CriterionMaximum distortion energy (von Mises)

Find. The minimum shaft diameter $d$ for which the von Mises stress just reaches yield.

Approach. Express the axial normal stress and the torsional shear in terms of $d$, combine them through the plane-stress von Mises form $\sqrt{\sigma^2+3\tau^2}=\sigma_Y$, and solve for $d$.

  1. Stresses at the surface (worst point — torsion is maximal there; axial is uniform): $$\sigma=\frac{4P}{\pi d^2},\qquad \tau=\frac{16T}{\pi d^3}$$
  2. Von Mises with a normal + shear pair. For $\sigma_x=\sigma$, $\tau_{xy}=\tau$ (others zero), $$\sigma_{vM}=\sqrt{\sigma^2+3\tau^2}=\sigma_Y$$
  3. Substitute and solve. Writing everything in terms of $d$ (mm): $$\sqrt{\left(\frac{4(250\,000)}{\pi d^2}\right)^2+3\left(\frac{16(5\times10^{7})}{\pi d^3}\right)^2}=250$$ Solving this single equation numerically (bisection) gives $$\boxed{d_{\min}\approx121\ \text{mm}}$$ At $d=121$ mm, $\sigma=21.7$ MPa and $\tau=143.7$ MPa, so $\sqrt{\sigma^2+3\tau^2}=250$ MPa — torsion dominates the design.
Results — Question 6
QuantityValue
Axial stress at $d_{\min}$21.7 MPa
Torsional shear at $d_{\min}$143.7 MPa
Minimum diameter$\mathbf{d\approx121\ mm}$