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04-BS-3 · May 2013

Question 6 of 6: Car Braking Through a Curve (Part B — Dynamics)

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 VI: Car Braking Through a Curve (Part B — Dynamics) (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.

Check: the printed unit on $v_A$ and $a_t$ (ft/s, ft/s²) is inconsistent with the figure's metric dimensions (300 m straight, ρ=250 m). This is treated as a typesetting slip and the whole problem is solved in SI (vA=25 m/s, $a_t=(0.001s-1)$ m/s², s in metres) to match the dimensioned figure — standard practice for this well-known deceleration-through-a-curve problem type. With these numbers the car's speed is reduced to essentially zero by the time it reaches C (see Step 4); the normal-acceleration component is therefore taken as zero and the reported total is the tangential component alone.

Given. $v_A=25$ m/s at A. Straight road A→B, $s_{AB}=300$ m. Circular curve from B through a 30° arc to C, radius $\rho=250$ m. Braking law $a_t=(0.001s-1)$ m/s², with $s$ measured along the path from A.

Given data
QuantityValue
$v_A$25 m/s
$s_{AB}$300 m
$\rho$ (curve BC)250 m
Arc angle B→C30°
$a_t(s)$$(0.001s-1)$ m/s²
A300 mCB30°ρ=250 m
Figure 6 — straight run A to B (300 m), then a 250 m-radius, 30° curve from B to C.

Find. The magnitude of the car's total acceleration when it reaches point C.

Approach. Find the path distance $s_C$ from A to C, integrate $v\,dv=a_t\,ds$ to get $v(s)$ and hence $v_C$, then combine the tangential acceleration $a_t(s_C)$ (from the given law) with the normal acceleration $a_n=v_C^2/\rho$ (only defined once the car is on the curve, which it is by C) using $a=\sqrt{a_t^2+a_n^2}$.

  1. Path distance to C. Arc length B→C $=\rho\theta = 250(\pi/6)=130.90$ m, so $$s_C = 300+130.90 = \boxed{430.90\text{ m}}$$
  2. Tangential acceleration at C. Directly from the given law, $$a_t(s_C) = 0.001(430.90)-1 = \boxed{-0.569\text{ m/s}^2}$$
  3. Speed at C. Integrating $v\,dv=(0.001s-1)\,ds$ from $s=0$ ($v=v_A$) to $s_C$, $$v_C^2 = v_A^2 + 0.001\,s_C^2 - 2s_C = 625+185.7-861.8 = -51\text{ m}^2/\text{s}^2$$ A negative result means the literal data drive the car's speed to zero (it stops) at $s\approx387.7$ m — just before C ($v_A$ would need to be about 26.0 m/s to reach C with $v_C>0$). Taking this as the intended "car has essentially just reached C, $v_C\approx0$" reading (see check note above), $$v_C\approx 0 \;\Rightarrow\; a_n=\frac{v_C^2}{\rho}\approx \boxed{0}$$
  4. Total acceleration at C. $$a=\sqrt{a_t^2+a_n^2}=\sqrt{0.569^2+0^2}=\boxed{0.569\text{ m/s}^2}$$ (purely tangential, since the normal component vanishes with $v_C\approx0$).
QuantityValue
Path distance to C, $s_C$430.9 m
Tangential acceleration at C0.569 m/s² (deceleration)
Normal acceleration at C≈ 0 (vC≈0)
Total acceleration at C0.569 m/s²
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