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04-BS-3 · May 2013

Question 2 of 6: Bucket Supported by Three Cables (Part A — Statics)

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

Notes on this paper

National Examination — May 2013 — 04-BS-3 Statics and Dynamics. Three-hour, closed-book exam (one 8.5"×11" self-prepared aid sheet permitted; Casio or Sharp approved calculator). Format: Part A (Statics) offers 3 questions, answer any 2; Part B (Dynamics) offers 3 questions, answer any 2. All six are solved below for completeness.

Reference texts: Hibbeler, Engineering Mechanics: Statics (14th ed., Pearson) — truss analysis, Cartesian-vector equilibrium, belt/capstan friction; Hibbeler, Engineering Mechanics: Dynamics (14th ed., Pearson) — rigid-body relative-velocity kinematics, impact/restitution, curvilinear (normal-tangential) motion.

Question II: Bucket Supported by Three Cables (Part A — Statics) (20 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. Bucket weight $W=50$ lb hangs from ring D, held by three cables to fixed points A, B, C. From the figure's dimensioned axes (feet, D taken as local origin): A(3, 0, 4.5), B(−1.5, −1.5, 0), C(0, 2.5, 3).

Given data (ft, relative to D)
Pointxyz
A304.5
B−1.5−1.50
C02.53
D000
W = 50 lbABCDA(3,0,4.5) B(-1.5,-1.5,0) C(0,2.5,3) D(0,0,0) ft, from figure
Figure 2 — three cables converge at ring D; bucket weight acts vertically down at D.
Check: the signs of the dimensions at the A/B corner are not explicit in the figure; the (x,y,z) reading above is the unique sign choice (of those consistent with the printed magnitudes 4.5, 3, 2.5, 1.5, 1.5 ft) that makes all three cable tensions come out positive, as physically required for flexible cables.

Find. The tension in each of cables AD, BD, CD.

Approach. Write a Cartesian unit vector along each cable from D toward its anchor, then solve the vector equilibrium $T_{AD}\hat u_{AD}+T_{BD}\hat u_{BD}+T_{CD}\hat u_{CD}+(0,0,-W)=0$ at ring D as three scalar equations in the three unknown tensions.

  1. Unit vectors. $|AD|=\sqrt{3^2+4.5^2}=5.408$ ft, $\hat u_{AD}=(0.5547,0,0.8321)$. $|BD|=\sqrt{1.5^2+1.5^2}=2.121$ ft, $\hat u_{BD}=(-0.7071,-0.7071,0)$. $|CD|=\sqrt{2.5^2+3^2}=3.905$ ft, $\hat u_{CD}=(0,0.6402,0.7682)$.
  2. Assemble and solve the 3×3 system. Requiring $\Sigma F_x=\Sigma F_y=\Sigma F_z=0$ at D, $$\begin{pmatrix}0.5547 & -0.7071 & 0\\ 0 & -0.7071 & 0.6402\\ 0.8321 & 0 & 0.7682\end{pmatrix}\begin{pmatrix}T_{AD}\\T_{BD}\\T_{CD}\end{pmatrix}=\begin{pmatrix}0\\0\\50\end{pmatrix}$$ Solving gives $$T_{AD}=\boxed{33.4\text{ lb}}, \qquad T_{BD}=\boxed{26.2\text{ lb}}, \qquad T_{CD}=\boxed{28.9\text{ lb}}$$
  3. Check. Substituting back, $T_{AD}\hat u_{AD}+T_{BD}\hat u_{BD}+T_{CD}\hat u_{CD}=(0,0,50)$ to within rounding, and all three values are positive (tension, as a cable must be) — both confirm the solution.
CableTension (lb)
AD33.4
BD26.2
CD28.9