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04-BS-3 · May 2018

Question 6 of 6: Question 6 (paper Question VI) — Angular Velocities of a Slider-Linkage Mechanism (Part B · Dynamics, equal value)

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

Notes on this paper

National Examination 04-BS-3, Statics and Dynamics — 2018-May. Candidates were required to complete 2 questions from PART A (Statics) and 2 questions from PART B (Dynamics); every question is solved below so this paper serves as a complete study resource (Questions 1–3 = paper Part A, I–III; Questions 4–6 = paper Part B, IV–VI).

Reference texts: Hibbeler, Engineering Mechanics: Statics (14th ed.); Hibbeler, Engineering Mechanics: Dynamics (14th ed.).

Check — source reconstruction notes. algebraically this makes the force-along-y and moment-about-y equilibrium equations identically 0=0 for ANY combination of cable tensions, so no unique solution exists with that reading. Collar A sits on a fixed VERTICAL post (free to slide and rotate about the vertical axis, resisting lateral force + tipping moment — the standard "single collar/bearing" idealization), and that E must anchor on the SAME side as C for the six equilibrium equations to return a unique, physically sensible (all-positive-tension) solution; this reading is used below and corroborated by the clean result T_DE = 495 N exactly. (2) Question 4's source text states car B's speed as 30 m/s while the accompanying figure separately labels it 40 m/s — the printed problem statement's value (30 m/s) is used below, since the worded statement governs.

Question 6 (paper Question VI) — Angular Velocities of a Slider-Linkage Mechanism (Part B · Dynamics, equal value)

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. Link AB is pinned to a fixed wall at A, horizontal, length 2 m, to B. Link BC is pinned at B, vertical at this instant, length 2 m, to slider C. Slider C is constrained to move along a fixed groove inclined 45° from the vertical, with speed $v_C=10$ m/s down the groove.

Given data
QuantityValue
Length AB2 m (horizontal)
Length BC2 m (vertical, at this instant)
Groove angle from vertical45°
Slider speed, $v_C$10 m/s (down the groove)

Find. The angular velocities $\omega_{AB}$ and $\omega_{BC}$.

A B C v_C = 10 m/s 45° 2 m 2 m
Figure 6 (reconstructed). Fixed pin A, link AB to B, link BC to slider C on the 45° inclined groove.

Approach. Place A at the origin with x horizontal, y vertical. Write the rigid-body velocity relation $\mathbf{v}_C=\mathbf{v}_B+\boldsymbol\omega_{BC}\times\mathbf{r}_{C/B}$, with $\mathbf{v}_B=\boldsymbol\omega_{AB}\times\mathbf{r}_{B/A}$, and match components against the known direction of $\mathbf{v}_C$ along the groove.

  1. Velocity of B. With $\mathbf{r}_{B/A}=(2,0,0)$ m and $\boldsymbol\omega_{AB}=\omega_{AB}\hat{k}$: $\mathbf{v}_B=\omega_{AB}\hat{k}\times(2,0,0)=(0,2\omega_{AB},0)$.
  2. Velocity of C in terms of both unknowns. With $\mathbf{r}_{C/B}=(0,-2,0)$ m and $\boldsymbol\omega_{BC}=\omega_{BC}\hat{k}$: $\mathbf{v}_C=\mathbf{v}_B+\omega_{BC}\hat{k}\times(0,-2,0)=(2\omega_{BC},\,2\omega_{AB},\,0)$.
  3. Known velocity of C. Down the groove (45° from vertical): $\mathbf{v}_C=10(\sin45^\circ,-\cos45^\circ)=(7.071,-7.071)$ m/s.
  4. Match components and solve. $2\omega_{BC}=7.071\Rightarrow\boxed{\omega_{BC}=3.54\text{ rad/s (counter-clockwise)}}$. $2\omega_{AB}=-7.071\Rightarrow\boxed{\omega_{AB}=3.54\text{ rad/s (clockwise)}}$.
Final results
QuantityValue
$\omega_{AB}$3.54 rad/s, clockwise
$\omega_{BC}$3.54 rad/s, counter-clockwise
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