22-Mec-A7 Advanced Strength of Materials · Undated paper
Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)
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 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.
| Load, P | 10 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 areas | A = 200 mm² |
| Young's modulus | E = 200 GPa |
| Length of cable 1 | L1 = 2000 mm |
Find. the force in each of the five cables using Castigliano's first theorem.
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.
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.
| Cable 1 (vertical) | 2.81 kN |
| Cables 2 & 4 | 2.48 kN each |
| Cables 3 & 5 | 1.65 kN each |
| Joint drop, δ | 0.140 mm |