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04-BS-3 · December 2018

Question 6 of 6: Question 6 (paper Question VI) — Block Sliding Down a Ramp with Friction, then Projectile Motion (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-Dec. 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. (2) Question 1's figure gives explicit coordinates for D, E, F and an explicit height (3 m) for wall anchor C, but not a separate height for wall anchor B; reading the drawing against its own calibrated vertical scale (using the printed "3 m" and "1 m" dimensions as reference) places B at very nearly the same height as C, and only that reading makes the six equilibrium equations for the 5-unknown system (3 reactions at A + 2 cable tensions) consistent AND returns exact, textbook-clean numbers (cable lengths of exactly 3 m each, tensions of exactly 4200 N each) — strong corroborating evidence for the reconstruction. B = (0, -2, 3) m and C = (0, 2, 3) m (both relative to A) are used below. (3) Question 3's figure dimensions the horizontal offset of the top pivots E, F (275 mm) and the vertical drop from E/F to C/D and from C/D to A/B (500 mm each), but not a horizontal offset for C, D; the crate's own 300 mm grip width fixes A, B at ±150 mm, so the jaw arm C-A is read as tapering inward from x = -275 mm (at C, in line with E) to x = -150 mm (at A) over its 500 mm drop — the taper is placed on the lower arm segment (C to A) rather than the upper one (E to C), consistent with the visible bend in the source drawing.

Question 6 (paper Question VI) — Block Sliding Down a Ramp with Friction, then Projectile Motion (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. 60 kg block starts at A with $v_A=2$ m/s down a 30° ramp; kinetic friction $\mu_k=0.2$ acts along A–C (length 5 m). At C the ramp ends in a vertical drop of 2.5 m to the ground, where the block lands at B.

Given data
ItemValue
Block mass60 kg
Initial speed at A2 m/s (down the ramp)
Ramp angle30°
Distance A to C5 m
Coefficient of kinetic friction, A to C0.2
Drop height, C to ground2.5 m

Find. (a) The horizontal range $R$ from C to the landing point B; (b) the total time from A to B.

A CB 5 m 2.5 m R 30°
Figure 6. Block slides A→C (5 m, μk=0.2, 30°), launches at C, falls 2.5 m to strike the ground at B.

Approach. Apply the work-energy theorem along the ramp (with friction) to find the launch speed at C, then treat the motion from C as projectile motion to find the time of flight and range.

  1. Speed at C (work-energy, A to C). $\tfrac12 v_C^2=\tfrac12 v_A^2+g\,d_{AC}(\sin30^\circ-\mu_k\cos30^\circ)$ — mass cancels. $v_C^2=2^2+2(9.81)(5)(0.5-0.2\times0.866)=36.06\Rightarrow \boxed{v_C=6.00\ \text{m/s}}$, directed 30° below horizontal.
  2. Time of flight (projectile, C to B). Taking down as positive: $v_{Cy}=v_C\sin30^\circ=3.00$ m/s; $h=v_{Cy}t+\tfrac12 g t^2\Rightarrow 2.5=3.00t+4.905t^2$. Solving the quadratic: $\boxed{t=0.471\ \text{s}}$.
  3. Horizontal range. $v_{Cx}=v_C\cos30^\circ=5.20$ m/s (constant, no horizontal deceleration in flight): $\boxed{R=v_{Cx}\,t=5.20(0.471)=2.45\ \text{m}}$.
Final results
QuantityValue
Speed at C6.00 m/s (30° below horizontal)
Time from A to B0.471 s
Range R2.45 m
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