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04-BS-3 · December 2014

Question 4 of 6: Question 4 (paper Question IV)

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

Notes on this paper

National Examination — Statics and Dynamics (04-BS-3), December 2014. 3 hours, closed book (one 8.5"×11" self-prepared note sheet permitted). Candidates were required to complete 2 of the 3 questions in Part A (Statics) and 2 of the 3 questions in Part B (Dynamics); every question in both parts is solved below.

Reference texts: Hibbeler, Engineering Mechanics: Statics; Hibbeler, Engineering Mechanics: Dynamics.

Check — figure readings (Questions 1 and 3): (1) In Figure 1's truss only three members meet at joint D (C–D, D–B, D–E) — there is no separate C–E member, and the truss coordinates are A(0,0), B(4,0), C(1,2), D(3,2.6), E(7,4) m. (2) Figure 3A's axial dimension stack (2+4+2+4+2 = 14 in) does not sum to the labelled overall height of 16 in unless the hub's "2 in." label is read as a half-thickness measured from the shaft centreline (giving a full hub thickness of 4 in, which closes the stack exactly: 2+4+4+4+2 = 16 in). Both readings are disclosed here and used consistently in the solutions below.

Question 4 (paper Question IV) (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. A and E are fixed pivots; bar AB is horizontal (19 in). From the dimension chain, taking A as the origin: $A=(0,0)$, $B=(19,0)$, $D=(26,-24)$, $E=(11,-16)$ in. $\omega_{AB}=4\ \text{rad/s}$ CCW, constant ($\alpha_{AB}=0$).

Link lengths (from the coordinates above)
LinkLength (in)
AB19.00
BD25.00 (7–24–25 triangle)
DE17.00 (8–15–17 triangle)
AE (fixed frame)19.42

Find. $\omega_{BD}$, $\omega_{DE}$, $\alpha_{BD}$, $\alpha_{DE}$.

ABDEωₐᵇ = 4 rad/s (CCW)AB=19 BD=25 (7-24-25) DE=17 (8-15-17)
Figure 4 — four-bar linkage in the position shown.

Approach. Use the relative-velocity and relative-acceleration equations for rigid links, $\mathbf v_D=\mathbf v_B+\boldsymbol\omega_{BD}\times\mathbf r_{B/D}\cdots$ written twice (once through B, once about the fixed pivot E) and match components; repeat with the acceleration equation, using $\alpha_{AB}=0$.

  1. Velocity of B. $$\mathbf v_B = \boldsymbol\omega_{AB}\times\mathbf r_{B/A} = 4\hat k\times(19,0,0) = (0,\,76,\,0)\ \text{in/s}$$
  2. Velocity loop B→D and E→D. With $\mathbf r_{D/B}=(7,-24,0)$ and $\mathbf r_{D/E}=(15,-8,0)$: $$\mathbf v_D = \mathbf v_B+\omega_{BD}\hat k\times(7,-24,0) = (24\omega_{BD},\ 76+7\omega_{BD},\,0)$$ $$\mathbf v_D = \omega_{DE}\hat k\times(15,-8,0) = (8\omega_{DE},\ 15\omega_{DE},\,0)$$ Matching components: $24\omega_{BD}=8\omega_{DE}\Rightarrow\omega_{DE}=3\omega_{BD}$, and $76+7\omega_{BD}=15\omega_{DE}=45\omega_{BD}\Rightarrow 76=38\omega_{BD}$. $$\boxed{\omega_{BD} = 2.00\ \text{rad/s CCW}, \qquad \omega_{DE} = 6.00\ \text{rad/s CCW}}$$
  3. Acceleration of B ($\alpha_{AB}=0$, so only centripetal remains): $$\mathbf a_B = -\omega_{AB}^2\,\mathbf r_{B/A} = -16(19,0,0) = (-304,\,0,\,0)\ \text{in/s}^2$$
  4. Acceleration loop B→D and E→D. $$\mathbf a_D = \mathbf a_B+\alpha_{BD}\hat k\times(7,-24,0)-\omega_{BD}^2(7,-24,0) = (-332+24\alpha_{BD},\ 96+7\alpha_{BD},\,0)$$ $$\mathbf a_D = \alpha_{DE}\hat k\times(15,-8,0)-\omega_{DE}^2(15,-8,0) = (8\alpha_{DE}-540,\ 15\alpha_{DE}+288,\,0)$$ Matching components gives $3\alpha_{BD}-\alpha_{DE}=-26$ and $7\alpha_{BD}-15\alpha_{DE}=192$; solving simultaneously: $$\boxed{\alpha_{BD} = -15.32\ \text{rad/s}^2\ (15.3\ \text{rad/s}^2\ \text{CW}), \qquad \alpha_{DE} = -19.95\ \text{rad/s}^2\ (19.9\ \text{rad/s}^2\ \text{CW})}$$
Four-bar linkage kinematics
QuantityValueSense
$\omega_{BD}$2.00 rad/sCCW
$\omega_{DE}$6.00 rad/sCCW
$\alpha_{BD}$15.32 rad/s²CW
$\alpha_{DE}$19.95 rad/s²CW