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22-Mec-B1 Advanced Machine Design · December 2017

Question 2 of 6: Overhung Diving Board — Impact Stress and Safety Factor

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

Notes on this paper

Paper format. National Exams — 16-Mec-B1 Advanced Machine Design, December 2017. Open-book, 3 hours, 100 marks. Part I (Problems 1–2) is compulsory; only three of the four Part II problems (Problems 3–6) are required. All six problems are solved as a study resource. “State all assumptions clearly… assume any missing data and properly state it” is an explicit exam instruction.

Reference texts. R.G. Budynas & J.K. Nisbett, Shigley’s Mechanical Engineering Design, 10th ed. (shafts & deflection §7 & §4, fasteners §8, clutches/brakes §16, journal bearings §12); R.C. Juvinall & K.M. Marshek, Fundamentals of Machine Component Design (brakes, bearings, clutches); R.C. Hibbeler, Mechanics of Materials (beam deflection, impact); R.L. Norton, Machine Design (yield theories, stress concentration).

Question 2: Overhung Diving Board — Impact Stress and Safety Factor (30 marks)

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. The board is pinned at one end and rests on a roller 0.7 m away; it overhangs a further 1.3 m to the free tip (overall span 2.0 m) where the diver lands.

Given data
QuantitySymbolValue
Cross-section (width × depth)$b\times h$$305\times32\ \text{mm}$
Diver mass$m$$100\ \text{kg}$ ($W=981\ \text{N}$)
Jump height at tip$h_j$$0.25\ \text{m}$
Static deflection under diver$\delta_{st}$$0.131\ \text{m}$
Board self-weight—$29\ \text{kg}$ (not used)
Ultimate stress$S_{ut}$$130\ \text{MPa}$

Find. The largest principal stress produced by the diver landing after a 0.25 m jump, and the static safety factor against the ultimate stress.

P = diver 2 m 0.7 m overhang 1.3 m → peak (hogging) moment at the roller 305 32
Overhung diving board: pin at the heel, roller 0.7 m along, 1.3 m overhang to the diver. The hogging moment peaks at the roller.

Approach. Treat the landing as an impact (energy) problem: the diver falls back through the jump height, so an impact factor scales up the static load; then find the peak bending moment at the roller support, convert to surface bending stress (which is the largest principal stress because transverse shear vanishes at the extreme fibre), and finally the safety factor.

  1. Section modulus of the rectangular board. $S=\dfrac{b\,h^2}{6}=\dfrac{0.305\times0.032^2}{6}=5.205\times10^{-5}\ \text{m}^3.$
  2. Impact (dynamic magnification) factor. Equating the diver’s kinetic-plus-potential energy at impact to the strain energy stored in the board gives the standard result, using the measured static deflection $\delta_{st}$ under the diver’s weight: $$n = 1+\sqrt{1+\frac{2h_j}{\delta_{st}}}=1+\sqrt{1+\frac{2(0.25)}{0.131}}=1+\sqrt{4.817}=3.19.$$ The board’s own 29 kg weight is a static bias that does not enter the impact factor and is not needed.
  3. Dynamic force at the tip. $F_{dyn}=n\,W=3.19\times(100\times9.81)=3.13\times10^{3}\ \text{N}.$
  4. Peak bending moment. For a load on the overhang, the largest moment is hogging over the roller, equal to the force times the overhang $L_o=2.0-0.7=1.3\ \text{m}$: $$M_{\max}=F_{dyn}\,L_o=3134\times1.3=4.07\times10^{3}\ \text{N}\cdot\text{m}.$$
  5. Largest principal stress. At the top/bottom fibre the transverse shear is zero, so the bending stress is the largest principal stress: $$\boxed{\ \sigma_{\max}=\frac{M_{\max}}{S}=\frac{4074}{5.205\times10^{-5}}=78.3\ \text{MPa}\ }$$
  6. Static safety factor. Against the ultimate longitudinal stress, $$n_{s}=\frac{S_{ut}}{\sigma_{\max}}=\frac{130}{78.3}=1.66.$$ The board survives the landing with a modest margin.
Final results — Question 2
QuantityValue
Impact factor $n$3.19
Dynamic tip force $F_{dyn}$3.13 kN
Peak moment $M_{\max}$ (at roller)4.07 kN·m
Largest principal stress $\sigma_{\max}$78.3 MPa
Static safety factor $n_s$1.66