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22-Mec-A7 Advanced Strength of Materials · Undated paper

Question 6 of 8: Five-cable cluster by Castigliano

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

Notes on this paper

Paper format: National Exam — 16-Mec-A7 Advanced Strength of Materials (May 2019). Open-book; eight problems of equal value; any five constitute a complete paper. Every problem is solved as a study resource.

Reference texts: Boresi & Schmidt, Advanced Mechanics of Materials (6th ed.); Ugural & Fenster, Advanced Strength and Applied Elasticity; Timoshenko & Goodier, Theory of Elasticity; Hibbeler, Mechanics of Materials.

Question 6: Five-cable cluster by Castigliano (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. Five cables pinned to a rigid ceiling, arranged symmetrically about the vertical middle cable (cable 1). Cables 2 and 4 make 70° with the ceiling; cables 3 and 5 make 50°. A downward load P acts at the common lower joint.

Given data
Load, P10 kN (downward)
Cables 2, 4 to ceiling$70^\circ$ ($20^\circ$ from vertical)
Cables 3, 5 to ceiling$50^\circ$ ($40^\circ$ from vertical)
All cable areasA = 200 mm²
Young's modulusE = 200 GPa
Length of cable 1L1 = 2000 mm

Find. the force in each of the five cables using Castigliano's first theorem.

12435P = 10 kNouter cables 50°, inner 70° to ceiling
Five cables to a common joint; symmetric about vertical cable 1. Downward load P.

Approach. By symmetry the joint moves only vertically by δ. Write the strain energy as a function of δ, and apply Castigliano's first theorem P = ∂U/∂δ.

  1. Geometry. Measuring $\alpha$ from the vertical, cable 1 has $\alpha=0$; cables 2,4 have $\alpha=20^\circ$; cables 3,5 have $\alpha=40^\circ$. With the ceiling flat, $L_i=h/\cos\alpha_i$ where $h=L_1=2000$ mm.
  2. Elongation and energy. A vertical joint movement $\delta$ stretches cable i by $\delta\cos\alpha_i$, so $U=\sum \tfrac12\frac{EA}{L_i}(\delta\cos\alpha_i)^2=\tfrac12\frac{EA}{h}\delta^2\sum\cos^3\alpha_i.$
  3. Castigliano's first theorem. $$P=\frac{\partial U}{\partial\delta}=\frac{EA}{h}\delta\sum\cos^3\alpha_i\ \Rightarrow\ \delta=\frac{P}{(EA/h)\,(1+2\cos^3 20^\circ+2\cos^3 40^\circ)}=0.140\ \text{mm}.$$
  4. Cable forces. $N_i=\frac{EA}{h}\delta\cos^2\alpha_i$, giving $$\boxed{N_1=2.81\ \text{kN},\quad N_2=N_4=2.48\ \text{kN},\quad N_3=N_5=1.65\ \text{kN}}.$$

A vertical-equilibrium check, $N_1+2N_2\cos20^\circ+2N_3\cos40^\circ=10.0$ kN, closes exactly, confirming the force set. The steepest cables carry the most load because their stiffness contribution to vertical resistance scales with the cube of the cosine of their inclination.

Final results
Cable 1 (vertical)2.81 kN
Cables 2 & 42.48 kN each
Cables 3 & 51.65 kN each
Joint drop, δ0.140 mm